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Bridge Scour Monitoring Technologies

1. sees 76 Figure 8 1 Bridge 07011 pier 4 sonar installation eene 80 Figure 8 2 Bridge 23015 pier 5 sonar installation udi oo oie oe is 87 Executive Summary Streams at waterway bridges present significant challenges for bridge engineers They create highly variable situations and can damage bridge structures in many different ways Broadly these mechanisms involve scour and stream instability Scour is the erosion of bed material due either to bridge foundations set in the flow or stream constriction at bridge sites Stream instability involves the lateral or vertical movement of a stream over time According to the National Cooperative Highway Research Program NCHRP Report 396 Instrumentation for Measuring Scour at Bridge Piers and Abutment Lagasse et al 1997 p 4 these stream related issues account for 60 of bridge failures in the United States Countermeasures to mitigate these issues involve either physical means such as riprap or monitoring In cases where physical countermeasures are cost prohibitive monitoring may be used as an acceptable alternative Monitoring can be further subdivided into portable monitoring or fixed monitoring Portable monitoring involves manually measuring stream bed levels at structures whereas fixed monitoring involves the deployment of a device to record scour depths that are later retrieved The goal of this work is to aid bridge engineers with proper se
2. The solar panel would provide 5 95 A hr day during winter months and the system would consume 0 54 A hr day Campbell Scientific recommends 336 hours or 14 days of reserve time The 7 5 A hr provided by the PS100 battery pack regulator only would offer a reserve time of only 11 days which may be acceptable Power to the cellular modem and both sonar sensors is controlled by the internal switched 12 volt source in the CR1000 datalogger and the external SW12V switched 12 volt source purchased from Campbell Scientific respectively These three sensors use RS 232 protocol The protocol for the float out receiver but the datalogger has an additional RS 232 available The 5 mA active current drain for the float out receiver is only an estimate It is based on half second duty cycle of a radio sold by Campbell Scientific System testing will be performed using all of the equipment to be installed including actual wire lengths Additionally extensive testing of the float out and receiver will be performed to ensure the receiver and transmitters successfully work together Installation preparation will require gathering all materials needed for installation including the instrumentation system conduit and clamps for attaching the conduit to the bridge site Every step of the installation requires detailed planning so that work at the site can be completed efficiently The estimate of time required for system construction and progr
3. Figure 7 9 Bridge 6868 pier 1 characteristic results Interpretation The results for pier 2 are similar to those of pier 1 and the SMDF outputs sonar as the top rated instrument for both From the bar graph sonar appears to be the top rated instrument because of the high weightings associated with not having to install the instrument in the bed The gravel bed with assorted riprap around the base of the pier makes this type of installation difficult Major difficulties with the sonar sensor are the susceptibility to debris and the difficulty of servicing the instrument Appendix A of the User s Manual provides more information and potential methods for mitigation of the unsatisfied characteristics 60 1 Sensor Not Exposed to Ice Debris The sonar sensor has a minimum required distance from the bed and this may place the sonar at an elevation where debris is likely to collect Bridge 6868 has diamond shaped column piers so the sensor may be located in a variety of locations and still monitor scour at the front edge of the pier 2 Sensor Resistant to Ice Debris A robust cover for the sonar sensor can protect the delicate sensor from debris 3 Sensor Insensitive to Entrained Material This is an intrinsic characteristic of sonar however the entrained material score is very low and should not be an issue at this site 4 Free standing device This characteristic received some weighting because of the slight comp
4. Stable Scour in Footing or Pile The bridge site has a history of problems with debris 27 A USGS gaging station is located at the bridge Installation took place in June 2003 The sharp nosed pier that extended beyond the deck of the pier required two 45 degree bends in the conduit run Two layers of cohesive soil slowed the driving of the rod The installation crew drove the rod 11 feet into the bed the total length of the rod was 50 feet The bridge site causes a constriction and creates significant backwater in the upstream valley Damage occurred to the monitor within the first six months of deployment Within eight months debris severed the pipe destroying the installation Lagasse et al 1997 Minn Bridge 8 9003 RCE Supplied Equip Sessor probe mgetk deo Collar D tiag t Cop affwet with Mnn DOT Supplied Extension Conduit Figure 4 8 Profile view of Bridge 9003 installation 28 Figure 4 9 Installed manual sliding collar on Bridge 9003 4 2 4 Lessons Learned Four lessons learned from these three installations are debris is a major concern a review of any available subsoil information should be performed before installation installations should be performed during low water events and migrating streams can change which foundations are susceptible to scour The steel pipe extending through the water surface necessary for the manually read sliding collar routinely collected debri
5. 1 for Pier 1 or N for North Abutment Pier or Abutment is automatically added to the beginning of the foundation name by the program Figure 3 shows the user form that appears when the Add Pier button is selected Pier 1 Data Entry Description Structure Local StreamBed Deck Elevation Pier Type Pier Angle of Bottom of Foundation Attack degrees Elevation Footing Elevation Typical Bed Elevation Research Quality e Critical Scour Elevation Vv No Foundation Settling TEE Allowed Lateral Deck Offset from Pier Debris Accumulation Footing Extension Ts a Cancel Update Apply amp Exit Figure 3 Individual foundation attributes user form i The user form for the addition of an abutment foundation is similar with a few minor changes made on the Structure tab of the user form The user form acts similarly to the Overall Bridge Characteristics user form with empty fields highlighted and same Cancel Update Apply amp Exit buttons at the base of the user form The three tabs of the user from are as follows C 7 1 Structure Information that pertains to that structure of the foundation i e footing dimensions etc 2 Local Streambed Information about the local composition of the streambed 3 Sensor Ranking Allows the user to make a preliminary choice for instrumentation given the scores of the instruments As with the Overall Bridge Characteristics u
6. Bridges that have more years of service left require instruments that have a long lifespan This refers both to sensors that require batteries and general robustness of instruments C 45 Use in SMDF Bridges which have long time to replacement give higher scores to instruments that are corrosion resistant that are resistant to UV radiation that are vandal resistant have long system life spans that do not require heavy equipment for maintenance She ee 1 3 5 Nearby Populations Definition This is the bridges vicinity to cities towns and other homes The user selected choices are a In City b In Town c Nearby Homes d Isolated Information Location A site visit would give the best information about nearby dwellings Maps also will give good information Directions Nearby homes should be within a few hundred yards Broad Effect In general isolated bridges will be more prone to vandalism Conversely bridges in cities may also be more prone to vandalism due to the high density of people Use in SMDF Bridges in isolated areas or areas of high population densities give higher scores to instruments a that are vandal resistant 1 3 6 Distance to Responsible Agency Definition This is the travel time for the personnel who monitor the bridge to get to the bridge site from their offices The user selected options are a Less that 1 hour b 1 to 3 Hours c Greater than 3 Hours Information Location Maps p
7. Enclosure Mount MM Mounting Option Surge Protector Antenna Cable Stainless Steel Mounting Pipe Attach Mounting Pipe to Concrete Guard Rail SW12V Custom Pipe Mount Campbell Scientific ETI Instrument Systems External 12 V Switch Receiver for Float Outs The datalogger battery pack regulator modem surge protector and float out receiver are all mounted in the enclosure The solar panel is positioned facing south at an angle of about 55 degrees from horizontal The solar panel may be relocated to the south side of the bridge since the solar panel will require mounting above the guardrail facing the roadway to point south The antenna is directional and will need adjusting on site to optimize signal reception The mount connecting the pipe to the guard barrier will need to be custom made The cost for the receiver for the float out devices are an estimate taken from Monitoring Scour Critical Bridges 2009 8 2 6 Installation Installation of the equipment on the piers will require appropriate lane closure and a snooper under bridge inspection truck The location of the sonar is 25 feet below the edge of the deck A boat and or divers may also be required for portions of the installation near or below the water surface The snooper will also be used to install clamps for the conduit The installation of the float out device may require the use of excavating equipment if they c
8. The datalogger to personnel interface involves the transfer of locally stored data to end users This is distinct from the sensor to datalogger interface since the data transferred is at this point in the system in a form readable by end users The interface may involve telemetry local download or manual measurement An example of telemetry is a system where the datalogger transfers data via cellular modem to a central computer Data transfer methods are listed below 43 1 Manual Measurement 2 Local Downloading 3 Telemetry a Cellular Modem b Landline Modem c Satellite d Radio to Radio Telemetry The three methods of extracting data from a fixed scour monitoring deployment are manual measurement local downloading and telemetry The first requires on site personnel to perform and record the scour measurement The second employs a datalogger to perform and record the measurements but again personnel must periodically go to the site and download the information from the datalogger Significant benefits of this method include less site visits which do not have to directly coincide with the time of scour Regarding telemetry a wired interface typically requires less power than a wireless interface However wireless methods can offer a number of advantages in the installation and robustness of the system It is relatively easy to relocate or replace wireless telemetry systems and the telephone company s hardware and personnel are
9. Yes No Yes No Yes No Mounting On Structure or Bed Structure Structure Structure Bed Bed Bed Structure Bed Bed Structure Bed Thermal Effects Yes Yes No No Yes No Yes Yes Yes Shock Effects Yes Yes No Yes Yes No Yes Yes Yes Vibration Effects No No Yes Yes No Yes Yes Yes Yes Construction Material Plastics Plastics Stainless Stainless Plastics Steel Steel Plastics Steel UV Effects Maybe Maybe No No No No Maybe Maybe Yes Manual Measurement Datalogger Datalogger Datalogger Manual Datalogger Datalogger Manual Datalogger Datalogger Manual Sensor Datalogger Connection N A Wire Conduit Wire Wireless Conduit Wire Wire Vinyl Tubes Exposed to Debris N A Maybe Yes Maybe No Yes Maybe Maybe No Resistant to Debris Damage N A No Slight No Yes Yes No No No Digital Analog Digital Digital N A Analog Digital N A Digital Analog N A Multiplex Capable Yes Yes No Yes Yes No Yes Yes No Power Required Yes Yes No Yes Yes No Yes Yes No Installation Duration Person Hours 16 32 32 48 32 64 16 32 64 Personnel Qualifications
10. Instrumentation Instrumentation Construction Instrumentation Instrumentation Construction Instrumentation Instrumentation Construction Heavy Equipment None Compressed Air Water Post driver Auger None Snooper Post Driver Snooper Post Driver Snooper Auger Snooper Compresses Air Water Snooper Post Driver Snooper Post Driver Cost of Sensor 7 000 5 000 10 000 3 500 7 500 15 000 5 000 5 000 Lifespan Years 10 Sensor Access Easy Mild Hard Hard Impossible Mild Hard Hard Hard Equipment Complexity Complex Mild Simple Simple Complex Simple Complex Complex Mild Vandal Resistant No No Yes Yes 51 No No Yes Yes Yes Chapter 6 Scour Monitoring Decision Framework The Scour Monitoring Decision Framework SMDF helps the user select the best fixed scour monitoring instrumentation at a single foundation for a bridge site To meet this goal the SMDF provides the user with the calculated best instrument for the site However as with any decision making tool using weighting factors the results cannot foresee all of the situations possible and it is up to the user to make the final decision To help the user the SMDF provides all of the information used to make its decision using the instrument characteristic bar charts based on each foun
11. Minnesota Department of Transportation Bridge Scour Monitoring RESEARCH Technologies Development SERVICES of Evaluation and Selection Protocols for Application on peni Innovation River Bridges in Minnesota Jeff Marr Principal Investigator St Anthony Falls Laboratory University of Minnesota March 2010 Research Project Final Report 42010 14 Technical Report Documentation Page 1 Report No 3 Recipients Accession No MN RC 2010 14 4 Title and Subtitle 5 oo EN Date Bridge Scour Monitoring Technologies Development of March oo EN Evaluation and Selection Protocols for Application on River Bridges in Minnesota 7 Author s 8 Performing Organization Report No Matthew Lueker Jeff Marr Chris Ellis Vincent Winsted Shankar Reddy Akula 9 Performing Organization Name and Address 10 Project Task Work Unit No St Anthony Falls Laboratory University of Minnesota 11 Contract C or Grant G No 2 3 Ave SE 89261 112 Minneapolis MN 55414 c wo 12 Sponsoring Organization Name and Address 13 Type of Report and Period Covered Minnesota Department of Transportation Final Report Research Services Section 14 Sponsoring Agency Code 395 John Ireland Boulevard Mail Stop 330 St Paul MN 55155 15 Supplementary Notes http www Irrb org pdf 201014 pdf The Scour Monitoring Decision Framework Excel workbook affiliated with this project can be found http www safl umn edu publications software
12. The Pneumatic Scour Detection System PSDS is designed to operate under the most extreme flood conditions and monitor the development of a scour zone in real time This technique is based on the differential resistance to air or liquid flow through a vertical array of porous plugs made of sintered glass The array of porous plugs about 8 to 12 mm 1 4 to 1 2 in diameter sealed into the wall of a very strong steel drill stem pipe such as 10 mm 4 in or larger diameter and inserted into the river bottom adjacent to the pier The PSDS technique has the advantages of ruggedness as it uses pipe of sufficient strength to withstand impact with flood borne debris braced against the pile footing if necessary and there are no mechanical parts such as sliding collars that can jam with debris The PSDS technique has not yet been field tested 9 2 Components The components include the pipe containing porous plugs with air tubes leading to the surface a tamper proof box mounting hardware datalogger and pneumatic pump 9 3 Power Requirements The unit requires greater than 100W of AC power during testing and measuring 9 4 Installation 9 4 1 Field Instrumentation and Deployment The pipe containing the porous plugs with air tubes leading to the surface installs permanently at a bridge site A rugged tamper proof box permanently attaches to the top of the pipe to safeguard the air hoses from vandals during non flood periods When in o
13. 2 21 Long System Lifespan gt 10 Y eats iicet ricerca nte apes areae C 25 2 2 Heavy Equipment Not Required for Sensor Maintenance C 26 2 23 Equipment Simplicity Not Complex eene C 26 2 24 Foundation Settling Not Required esee C 26 C 15 1 Installation Warnings These warnings appear in the SMDF Report worksheet and affect the installation of instrumentation They mostly affect the location of installation to ensure that the location of the greatest scour threat to the bridge foundation is monitored Typically scour forms on the upstream side of piers and at the toe of the upstream corner of spillthrough abutments 1 1 Angle of Attack This is the angle between the longitudinal axis of the pier and the incoming flow direction The best angle of attack is 0 when the incoming flow velocity and pier are in line For a significant angle of attack the effective width of the pier becomes greater and the deepest scour may occur on the sides of the pier For an angle of attack is 0 the deepest scour is located at the front edge of the pier The location of the deepest scour depends on bridge site conditions and should be located with a local bed survey prior to installation of the fixed scour monitoring instrument This warning occurs when the angle of attack is above 10 1 2 Overtopping Bridge An overtopping bridge occurs when the high water level rises above the
14. 68 5 Resistant to Ultraviolet Radiation If the sensor or wiring is susceptible to UV radiation they should be covered with UV resistant material 6 Vandal Resistant Vandalism should not be a major issue for this bridge site The bridge is located on a rural road with low ADT but there is a residence very close to the bridge site 7 Wireless Sensor Connection The wiring connecting the sonar sensor to the datalogger will likely also be in contact with debris Routing the connection along the front face requires a guard that protects against compressive forces Alternatively a connection running down the side of the pier will lessen the compressive forces but will be subject to shear forces 8 Long System Lifespan The sonar sensor setup will likely require maintenance for cleaning but programming protocol will be able to notify personnel when maintenance is required 9 Heavy Equipment Not Required for Sensor Maintenance This characteristic should not be a major issue for this bridge site The low ADT makes lane closure easy Final User Selection The most important aspect with regard to installing fixed scour monitoring instrumentation at this bridge site is the complex flow patterns occurring at the bridge The flow is complex because of the curvature of the stream at the bridge location and the high angle of attack on the solid piers These two conditions come up as warnings in the SMDF reports The location of maximu
15. Bridges that cannot allow bridge settling give higher scores to instruments 1 that do not require foundation settling 2 2 5 Debris Accumulation Definition This is the amount of debris that has been noted to accumulate around the foundation of interest The used selectable options and descriptions are a None No accumulation has been noted b Small Accumulation A debris raft less than 10 feet in diameter composed of small diameter material less that 6 inches c Large Accumulation A large debris raft or material that exceeds a diameter of 6 inches Information Location This information would be noted in bridge inspections reports and personnel familiar with the bridge should provide a good estimate Directions Different foundations will likely have different histories of debris accumulation If debris accumulation is unknown small accumulation should be chosen as the default Broad Effect The history of debris accumulation on a bridge structure is the best indicator of what type and magnitudes of debris an installed sensor will encounter Use in SMDF Bridges with large recorded accumulations give higher scores to instruments 1 that are not exposed to debris 2 that are resistant to debris 3 that are able to be validated for correct operation 2 2 6 Deck Elevation Definition This is the elevation of the deck This is usually noted as the curb elevation on Bridge Scour Action Plans but may be any known
16. In addition heavy equipment may be needed for the installation The two major types of equipment needed are devices to install objects in the riverbed and trucks to allow personnel access below the bridge deck Buried driven rods require some method of driving or water jetting and are particularly difficult to install in cobble bed rivers Buried float outs require some method of burial Most often this is performed with an auger but may be performed by digging or placing under riprap material If portions of the installation require work underwater a dive team and boat will be necessary Daily costs can range from 2 000 to 4 000 5 2 6 Cost This characteristic describes the expected life cycle cost of the system including the component purchase and installation expected maintenance costs assuming typical maintenance intervals and operational costs The costs are summarized below 1 Component purchase Sensor Datalogger Telemetry Batteries Charging regulator Solar panel 2 Installation a Personnel b Tools and equipment 3 Maintenance a Personnel b Tools and equipment c Service parts 4 Operation a Power cost b Communication cost for Telemetry c Data collection personnel monogs Costs associated with the purchase of a scour monitoring system include a range of pricing for individual component parts For example rechargeable Ni MH batteries cost about 1 per Watt hour Battery chargers range from 10 100 depending
17. Springfield Virginia 22161 19 Security Class this report 20 Security Class this page 21 No of Pages 22 Price Unclassified Unclassified 193 Bridge Scour Monitoring Technologies Development of Evaluation and Selection Protocols for Application on River Bridges in Minnesota Final Report Prepared by Matthew Lueker Jeff Marr Chris Ellis St Anthony Fall Laboratory University of Minnesota Vincent Winsted Shankar Reddy Akula Department of Electrical amp Computer Engineering and Technology Minnesota State University Mankato March 2010 Published by Minnesota Department of Transportation Research Services Section 395 John Ireland Boulevard MS 330 St Paul Minnesota 55155 1899 This report represents the results of research conducted by the authors and does not necessarily represent the views or policies of the Minnesota Department of Transportation the University of Minnesota or Minnesota State University Mankato This report does not contain a standard or specified technique The authors the Minnesota Department of Transportation the University of Minnesota and Minnesota State University Mankato do not endorse products or manufacturers Any trade or manufacturers names that may appear herein do so solely because they are considered essential to this report Acknowledgments We would like to acknowledge the hydraulics division at the Minnesota Department of Transportation Mn DOT bridge department
18. This should be restricted to the first few top inches of the bed material Broad Effect This can affect the operation of the sensor Instruments with moving parts are more susceptible to jamb with gravel pieces conversely some instruments like the sounding rod require larger bed with higher compressive stress to support the instrument and inhibit self auguring Use in SMDF Bridges over rivers with sand beds give higher scores to instruments 1 insensitive to entrained material Bridges over rivers with gravel beds give higher scores to instruments 2 with no moving parts Bridges over rivers with hard beds give higher scores to instruments 3 that do not require an air water jet for installation 4 that do not require a pile driver for installation 5 that do not require an auger for installation 2 3 2 Cobbles Present Definition This is the presence of cobbles or other known structures in the riverbed This is a difficult characteristic to determine Information Location Pile driving reports or any other reports where subsurface activity occurred would give an indication if large hard material is located beneath the bed C 59 Directions This is difficult and should only be checked if there has been a documented history of submerged materials in the bed that would inhibit the installation of buried or driven rods Broad Effect Unknown objects below the surface can make installation of buried or driven devices diffic
19. and the application of scour equations as prescribed in HEC 18 Evaluating Scour at Bridges The calculations utilized three different levels of data collection The first level used readily available information on the bridge sites In depth analyses of 54 of the 325 sites were performed These analyses required additional data gathered during field visits one of two levels of data collection was selected for each bridge The secondary analysis of each bridge differed from the initial analyses benefiting from the expanded knowledge gathered from the field visits Conaway 2004 31 For the third level project engineers devised a fixed scour monitoring program using sonar to evaluate the accuracy of the analyses Sonar was selected because of its ease of installation and ability to continuously monitor scour Researchers mounted the probes such that they could manually raise them to avoid ice flows They are located on either the front edge or side of the pier but all of them target scour in front of the pier A telemetry system transmits the data via Orbcomm Satellites to the USGS which then posts it on their website http ak water usgs gov usgs_scour Alaska DOT also uses the scour monitor data As of 2008 sixteen sites were in operation as part of the system The program is dynamic equipment is regularly relocated based on the needs of the project Some sites have been in continual operation for as long as 3 years Conaway 2004 O
20. e Instrument Characteristics E deal Instrument iB Sonar Figure 7 23 Bridge 23015 pier 5 characteristic results Interpretation The SMDF shows that the float out is the best instrument for monitoring scour This is because the float out is the least susceptible to debris damage Overall four of the top five instruments are not considered susceptible to debris damage Sonar is the only item susceptible however sonar was chosen as the final instrumentation because of difficulties with installation of other instruments It is a risky choice because debris may damage or block the sonar from correctly reading the bed level Appendix A of the User s Manual provides more information and potential methods for mitigation of the unsatisfied characteristics 74 1 Sensor Not Exposed to Ice Debris The sonar mounted on this bridge is likely to be in contact with large amounts of the debris The solid pier does not provide any good locations to place the sensor out of the way of the debris The sensor should be placed as close to the bed as possible to keep it out of the way of debris 2 Sensor Resistant to Ice Debris Damage A robust cover for the sonar probe can protect the delicate sensor from debris 3 Sensor Insensitive to Entrained Material This is an intrinsic characteristic of sonar and may be an issue at the site Proper instrument settings may lessen the effect of entrained bed material on the sonar device Debris m
21. provide a measurement if the scour has progressed past a datum There is a power requirement but it is minimal However the device cannot be checked to verify operational capability and the on board power must be reliable for long periods without use The interface with a datalogger is wireless 5 3 4 Tilt Angle Vibration Sensor Devices Tilt and vibration sensors measure movement and rotation of the bridge itself The X Y tilt sensors or clinometers monitor the bridge position Should the bridge be subject to scour causing one of the support piers to settle one of the tilt sensors would detect the change A pair of tilt sensors is installed on the bridge piers One sensor senses rotation parallel to the direction of traffic the longitudinal direction of the bridge while the other senses rotation perpendicular to traffic usually parallel with the stream flow 5 3 5 Sounding Rods Sounding rod or falling rod instruments are manual or automated gravity based physical probes As the streambed scours the rod with its foot resting on the streambed follows the streambed and causes the system counter to record the change The foot must be of sufficient size to prevent penetration of the streambed caused by the weight of the rod and the vibration of the rod from flowing water These are susceptible to streambed surface penetration in sand bed channels This influences their accuracy 5 3 6 Piezoelectric Film Devices A piezoelectric film sens
22. submerged by water 7 5 2 1 Pier 5 SMDF Results The following figures show the SMDF Report and Summary Chart for the pier 5 13 Pier 5 Sensor Type Float Out Sonar Automatic Sliding Collar Time Domain Reflectometry Piezoelectric Film PSDS Sounding Rods Manual Sliding Collar Tilt Angle Vibration Sensors Pier 5 Score Percent 76 74 73 72 70 70 68 61 47 Score Cost 2000 Datalogger 6000 Datalogger 4100 Datalogger 3 650 Datalogger 1000 Datalogger Datalogger 7 000 2 500 500 Datalogger lt lt lt Sensor Selected Figure 7 22 Bridge 23015 pier 5 results Bridge 23015 Pier 5 Sensor Characteristics Comparison Sonar to Ideal Instrument 50 45 40 35 30 o 2 o 25 o o 20 15 10 UE MEA IE n IET AK LI O Po ce S S S aS ud e 2 Sog A ou g oe LS S SF S C Ss E SSA e SER S a 2 SU SS ES SEUA 5 S9 S QUOS qu P e S SS GP EL HM a KM s se x99 n2 x uU us P SU SF wo x a W SU a0 FF PF PM SKS dt d XM SS S o o Q9 S S e SG e E x e av S ra S K F S i SS SS se S RON Q o amp Se al S amp g S S S S S oS S oq d SL SUO aS RS S2 ES d cs 9 d 9 NS e ss A SUO gt WS P jo SS S S Sg S Nd amp amp g oS AY ow OS amp S RY es SL e SOS v KS S Q6 S S amp S e e o ge e S
23. the streambed To avoid this first probe the potential streambed location to the full support structure depth using a smooth sturdy round metal rod such as a 3 8 inch ground rod If the test probe indicates that the location is unobstructed the sensor support structure can properly install into the streambed 2 4 1 Site Preparation 1 Remove debris from desired bridge mounting point 2 Find best location for electronics enclosure One person day is required for concrete drilling post driver hydraulic or pneumatic hydraulic lift and worker platform is required 2 5 Cost The cost is 2 500 C 68 3 Auto Sliding Collar 3 1 Description Magnetic sliding collars ride on rods or masts that are driven or augured into the streambed A collar with magnetic sensors mounts on the streambed around the rod If the streambed erodes the collar moves or slides down the rod into the scour hole The depth of the collar provides information on the scour that has occurred at that particular location The magnetic sliding collar reads automatically This automated type drives into the bed and connects to a datalogger using flexible wires that convey magnetic switch closures 3 2 Components The components include the sensor hardware mounting hardware post power supply cables datalogger Campbell CR 200 or similar and enclosure 3 3 Power Requirements The unit requires 20 50W at 12 15VDC depending on the sensor A 5Ahr or better sea
24. und Line gt Pier Footing I TX Figure 3 1 Solid column and pile bent pier types respectively Reprinted with Permission of the Minnesota Department of Transportation from Minnesota Department of Transportation 2008 Shapes of piers also vary within each pier type Pile bent piers consist of a row of either H beams or cylindrical piles characteristic of cast in place CIP piles Column piers can have a variety of configurations with varying numbers of columns column shapes and footing configurations Solid piers have varying profiles overall widths and nose shapes Pier noses are generally characterized as round square or sharp nosed The upstream pier profile is important when installing fixed scour monitoring instrumentation piers This information determines the following Necessary range of instrumentation measurement 2 Anticipated water depths 3 Equipment needed for installation 4 Routing and length of conduit wires Not all of these features are applicable to all pier types For example pile bent piers have no footing Footings may also have a more complex geometry in the cross sectional view than shown This can cause additional complications for mounting instrumentation It is necessary to obtain information on the above characteristics for all piers that are susceptible to scour Piers susceptible to scour are identified by the scour evaluation programs and are most often located in the main c
25. 1 Summary of costs and attributes for fixed scour monitoring equipment reported during assessment task Instrument Manual Magnetic Sliding Collar Cost Dollars Per Device Positive Attributes Easy to Install and Use Relatively Inexpensive Negative Attributes Very Susceptible to Debris Wisconsin Sonar Continuous Monitoring Easy Telemetry Indirect Measurement Somewhat Susceptible to Debris California Float Out Devices Not Susceptible to Debris Lack Ability to Check Operation of Device Automatic Sliding Collars Signaled Scour Event Tilt Sensors Not Susceptible to Debris Easy Installation Requires Partial Failure Requires Characterization of Normal Bridge Movement New York Sonar 40 000 Telemetry Indirect Measurement No Moving Parts Expensive Installation and Maintenance Alaska Sonar 17 000 Telemetry Indirect Measurement Ability to Move Out of Water Easily Continuous Monitoring Somewhat Susceptible to Debris Washington Sonar Tilt Sensors 15 000 Allowed Bridge to Stay Open Very Susceptible to Debris Maryland Sonar 40 000 Telemetry Indirect Measurement Expensive Installation and Maintenance Vermont Time Domain Reflectometers 30 000 No Portion of Instrument Extends Through Water Surface No Moving Parts Cheap After Data Analysis Portion of Instrument is Purchased Continuous Monitoring No
26. 500 Datalogger Figure 7 12 Bridge 07011 pier 4 results 63 Scores Bridge 07011 Pier 4 Sensor Characteristics Comparison Sonar to Ideal Instrument 50 45 40 35 30 25 20 15 10 M amp x gt d o A s o amp amp e e SO sh S d Fe o6 F3 X O e ES e US US S ES RS e QU S S x SF OS E N E y y ES amp DRDS amp of e QU amp c g ey S S SE AS Nod SUO S SS SU Ni ES E S e se ES e 9a o8 as a ao oF st S S e s e gy S d WS Se O e o o 9 S SS 4C uf lt SS SSF qe a RM 06 ug LS FS us SPS GO S SO X c S S Q S o NS S S S Rey X X g amp Va gu SS se eo T E a Ka S P LP SS PS x S S gS R S e S amp SF oe uw OOR gt Ss S at Se E X ES PS e e S S e yo N ae S e uu gt SS S SI 9 a xe Instrument Characteristics E deal Instrument ii Sonar Interpretation The SMDF outputs sonar as the top rated sensor As expected the most important characteristics for the bridge site involve difficulties with installation and maintenance These difficulties arise from the large height of the bridge and the bedrock substrate material Although scour readings do not have to extend below the bedrock installation of sensors that utilize the substrate for support will be difficult to install Only the sounding rod and float out
27. 8 1 6 System Construction and Programming eese enne 83 8 1 7 System Maintenances eoo A A ies dodi E See E pae 84 8 1 8 Total OSSucn cuina a tl ta E 85 8 1 9 Additional Design Details ii alle Id bod a ete edepgu te tss 85 8 2 Badge 23015 T Hf OA 86 8 2 1 Deployment Overview RC 86 8 2 2 Sonar and Stage Sensor Assembly 4 eee 87 8 2 3 NL Fos secede te Rp duet mera esto E ep tee 88 8 2 4 Float Out Deviees 8 occu te Ha allas 88 8 2 5 Ibrcltesigsd anereii ce 88 8 2 6 InstallatiOnD iei pn re a 89 8 2 7 System Construction and Programming eeesesseeeeeeeeeeeeen nennen 90 8 2 8 System M arntenadce so oos esso te P dedu ce scio essei d dubi dtes Dice a UR NEUE AR aU en 91 8 2 9 Total go c L alae 92 8 3 Additional Design Detalle v ndo eds erase d AA er Madea UE 92 Chapter 9 SCOBOIUSIODSou seiten etat iU ae mene isla tabes Lada i aetati pep IM 94 Chapter 10 Recommendations for Future Research in Fixed Scour Monitoring 95 Referate aee ate ios bam Sac Se cs Tu bus dA ehh Paes Sele tie tou 96 Appendix A Synopsis of Scour Critical Trunk Highway Bridges in Minnesota Appendix B Diagrams of Bridge Site Attributes Appendix C Scour Monitoring Decision Framework User Manual List of Tables Table 3 I Streaftclassroatlonis A i eae Dace A Seen es AR 11 Table 3 2 Raver LON able a la ita potitus 11 Table 3 37 Pier type S
28. 84 Table 8 7 Estimated maintenance costs and hours oooooccnnoccnocononcnonnnononcnon acc nonnnnn nan cono rennen 85 Table 8 8 Sensor enclosure components for Bridge 23015 sss 87 Table 8 9 Sensor datalogger connection components for Bridge 23015 sss 88 Table 8 10 Datalogger enclosure components for Bridge 23015 sess 89 Table 8 11 Estimated installation cost for Bridge 23015 essen 90 Table 8 12 Estimated hours for initial system construction for Bridge 23015 90 Table 8 13 Power consumed generated by system components eee 91 Table 8 14 Estimated maintenance costs and hours esee ehem 92 List of Figures Figure 2 1 Flow chart for scour and stream analysis and evaluation eese 5 Figure 3 1 Solid column and pile bent pier types respectively eese 14 Figure 3 2 Generic upstream pier pro mani tii ideas 15 Figure 3 3 Pier scour depth in a sand bed stream as a function of time 0ooooccnncccnocccinncnonnnannnonnno 18 Figure 3 4 Schematic representation of scour at a cylindrical pier eese 19 Figure 3 5 Schematic representation of abutment SCOUF ssseseeesesesessesstseresressesererresseseresreeseeee 20 Figure 4 1 Profile view of Bridge 74004 installation seen 23 Figure 4 2 Installed manual
29. Action Required The bridge is not scour critical The abutments are vertical with wing walls They sit on spread footings with timber piling Figure 7 2 Bridge 6468 upstream left abutment Current Scour Countermeasures There are no countermeasures installed at the bridge and the abutment angles are negligible 54 Type of Scour Scour at this location is caused by contraction and local abutment scour Pressure scour may also occur 7 1 4 Data Entry Bridge Identifiers The Bridge Scour Action Plan provided information for the Bridge Identifiers tab It also provided the 50 year flood elevation 1240 6 ft This was taken to be the high water elevation Figure 7 2 indicates typical water levels are about 1235 ft Flow Conditions The trees around the channel indicate that the river channel is stable There are no indicators of vertical of horizontal migration however the user should verify this by consulting personnel from District 6 The stream is also assumed intermittent as it is considered a creek and only extends approximately ten miles upstream Online USGS topography maps indicate that at a water elevation of 1240 6 feet the flooded area upstream of the bridge is more than 10 main channel widths District personnel encounter water levels of 1240 6 about once every two years The scour calculations use an approach velocity of 7 7 feet sec The stream is likely choked by a downstream railroad bridge that slows t
30. Characteristics Comparison Float Out to Ideal Instrument Scores N oa gt gt AM ge 2 o NS IK o S a QUO RO S QU y 2 a A ES Ul e D e x S rs S S SEP SP SF SE SE T SF EF SF FFF EF SF SF SF SS 2 D Q A 2 O O 2 qv Q9 QU y S SPTX VM LS p OF A gt RY N P x FC N S I S x x Ss lt x A a oe FS EFS PES SS SSE SS 3 S Gg o g NX Ss SS o e LAOS x K S ES SS P qe a S Fo EL S ENR N FS SF SF SS Q8 KK PK LK 8 4 wo CS S S d od KF OS S S oS NS e K3 Sa RS M MS Se SF SES ww SUO QS SF Q9 uS 2 SS NS we 5 S GNU S ES g SY S eS e gt YES amp gt e og e E SQ X L Ff L S SU oue ES Y Y SS S e ON gt Ss Sl Instrument Characteristics E Ideal Instrument m Float Out Figure 7 19 Bridge 07038 west abutment characteristic results Interpretation Since the abutment type is spillthrough the SMDF determines that the toe of the spillthrough abutment requires monitoring A free standing device is important for this type of application The toes of spillthrough abutments are generally not located near foundations The float out device would be ideal for this site except the riprap around the abutment has been buried in sediment This makes installation of any type of free standing device difficult Other free standing dev
31. Critical Scour Elevation Figure 3 2 Generic upstream pier profile 3 3 4 Abutment Geometry Abutments the structures that support the ends of the bridge are the other potential failure point at a waterway bridge during a flood event Although not as catastrophic as an undermined pier abutment failures are much more common in Minnesota The same type of characterization performed on piers with regard to scour susceptibility should be performed on abutments to properly select instrumentation Abutment types and foundations are listed below Table 3 5 Abutment types Abutment Types Spillthrough Vertical Table 3 6 Abutment foundation types Abutment Foundation Type No Footing Piling Only Spread Footing No Piling Pile Cap Footing with Piling Spillthrough abutments have an earthen sloping embankment in front of the abutment structure Vertical abutments have no slope between the abutment and waterway 15 The angle of the abutment relative to the stream cross section and the abutment projection into the channel completes the characterization of the abutments As with piers the embankment angle affects the maximum scour depth and location However the embankment angle of the abutment has a much smaller effect on local scour depth than the angle of attack of piers However the location of the local abutment scour may be in a different location 3 4 Non Hydraulic Bridge Condition
32. Erodible Rock ADT 22 000 Complex Scour Conditions Previous Multiple Sonar on 1 Spillthrough Mn DOT Interest In Pier 1 Float out on Abutment 2 Fixed Monitoring West Abutment Solid Piers ADT 1000 2 Column Piers on Sonar on Pier 4 2 Solid Piers Sonar or Float out on on Spread Pier 5 Footings Sonar on Pier 5 with 1 Spillthrough Significant Protection Abutment 2 from Debris Float Pile Bent with out on East Abutment Curtain Extreme Debris Pile 23015 6 Bent Piers ADT 2000 The user selected instrumentation matches the top rated instrument for the SMDF except for the case of the abutment on Bridge 07038 and the pier on Bridge 23015 In the case of Bridge 07038 the complex scour and buried riprap caused the SMDF to give a higher rating to other instrumentation for the abutment In the case of Bridge 23015 the extreme debris caused the SMDEF score for the sonar to drop below that of the float out Protecting the sonar device with shields and positioning the sensor out of the way during installation will help mitigate the problems with debris at this site 78 Chapter 8 Work Plans for Fixed Scour Monitoring Deployment at Two Bridges Work plans for deployment of fixed scour monitoring equipment on Bridge 07011 in Mankato and Bridge 23015 outside of Rushford are presented They provide sample figures for instrument location wire routing sample hardware lists and estimates for costs associated with initia
33. Ideal Instrument Scores m a Instrument Characteristics Ideal Instrument iB Float Out NS 9 3 e A SF u ud n Ps ASS QS ES Q9 FT EF KT LF KFS yr d S amp S K 3 FX lt RS S E S e S E amp E E E e PS X S es S Os N S gt 3 g NS NS S GC e X Q qq X S dO SC SF eC M A Fv 4 LOS AN S uu EF LY SF S YV EF uo SF Sf FS SF Q9 T NS 9 oS FP OF PFO PNK A9 OFS d amp Sow O gt Og 5 9 Y y S e Ook GP CS VP Fe aS S SSA VO ag OK oo FS FS ugs e PS PSI SISSI S9 aS S Q4 d 4 vw S BS S a S XS XS 9 Ss 9 aU SS S 5 S S n we SS SS S9 eS g Oe iS e SS Ss e S O P Ss d es S SS et lt s eo C X x S Y P SS N e SS ge Figure 7 25 Bridge 23015 north abutment characteristic results Interpretation As expected the float out device is the best instrument for monitoring this foundation The SMDF assumes that the toe of the spillthrough abutment requires monitoring so a free standing device is required Furthermore the newly installed riprap at this location will make installation of the float out device straightforward while creating difficulties for the placement of other instruments in the bed 76 Appendix A of the User s Manual provides more information and potential methods for mitigation of the unsatisfied characteristi
34. Sand Sand with Cobbles Gravel Appendix B Diagrams of Bridge Site Attributes Local Hydraulics Approach Velocity Depth Flow Conditions Sue MD id d 4 River Type Straight Stable Meandering Active M eandering it n n 3 kow senum Main Channel Floo dplain Ratio Intermittent Perennial Flashy History of Debris High Water Surface Elevation Stream Stability Frequency of Overbank Flooding Typical Water Surface Elevation Water Surface Elevation Above Low Typical Depth Entrained Air Degree of Entrained Solids Chord Lateral Migration Debris Sources Upstream Vertical Movement Confluences Upstream Tributaries Downstream Mainstems Local Curvature Figure B 1 Flow condition attributes B 1 Fes Bridge Conditions Scour Susceptibility Which Piers Degree of Each Pier Configuration Pier Type Solid Nose Type Foundation Type Elev Top of Footing Footing Thickness Critical Scour Elev Deck Ext Fooling Ext Typical Bed Elev Angle of Attack Figure B 2 Bridge condition attributes B 2 Abutments Non Hydraulic Scour Susceptibility Distance to DOT Which abutments Dist to Populations Degree of Each Average Daily Traffic Abutment Configuration Boat Traffic Abutment Type Snowmobile Traffic Foundation Type Pedestrian Traffic Abutment Geometry Available Power Local Elev Datum Available Telemetry Typical Bed H
35. The authors and the Minnesota Department of Transportation and or Center for Transportation Studies do not endorse products or manufacturers Trade or manufacturers names appear herein solely because they are considered essential to this report C 1 de A A ER 5 6 Table of Contents PEtOJEGt I FOdUCUOR eese t E Ia C 3 Software Version and Macro SOCUEPIEV a sins ease abi ite adr o pq oe Moke aes os taa pi und C 3 Overview of Scour Monitoring Decision Framework SMDPE eee C 3 Definition of SMDF Worksheets internet et etae ttp cea iue Lo beso teer ed eb ge Dues C 4 4 1 SMDEInp t green taba a C 4 4 2 SNIDE QUIDUE red Laa at samen aa ads C 4 4 3 SMDF Computation blue tabs eiii orando o rete erant tendones C 4 44 Administration Notes white tab ccccccccsssssscececccecsessnsecececececeeserssaeceseceeseneneaaees C 4 RN C 4 3 1 SIDE Input concio dope MENU d poti cda beau cp e eo CIE C 5 5 1 1 Bridg Data Folder aiii C 5 5 1 2 Current Bridge EP TP EE C 5 341 3 Currenr Ab tment OF Pier io Qi phi ges rq toate e euet cette C 7 5 1 4 SMDE ReSUIIS 5o ee o en utes C 8 2 2 SMIDE OUEDUtC iu utate eret S E epi eei legend rads d io tct iod eda aE C 9 5 2 1 Ihe SMDF Report WOELKSHeGt n ioi Die bi C 9 3 2 2 SAM Charis NOTES NS decer pec a ees C 9 5 2 3 The Input Summaries VOTA cd C 10 5 3 SMDE CORDULALDOR Ii rd C 11 5 3 1 The Multiplier Matrices w
36. The literature review included documents on scour specific instruments and implementation One of the largest problems with fixed scour monitoring identified in the literature was the ongoing maintenance systems required The majority of the successful long term deployments were affiliated with research projects this allowed continual attention to the system Another major problem identified in the literature review was woody river debris that damaged the systems The bridge stream scour characterization was organized and designed to utilize information readily available at Minnesota Department of Transportation Mn DOT These sources of information include bridge plans and scour calculations The assessment of previously installed fixed scour monitoring deployments included all those in Minnesota and significant installations in the rest of the United States These assessments agreed with the conclusions found in the literature review The characterization of fixed scour monitoring devices resulted in 24 critical attributes for the devices These were selected to be as broad as possible to make them applicable to both current instruments and instruments developed in the future This allows comparison between new instruments and those currently used within the framework The SMDF receives information from the user and outputs a list of the suitability for each instrument for the bridge site currently of interest as well as potential issues with
37. This process is the driving force of river meandering If a bridge is located at a river bend bank 18 erosion due to bend scour can compromise bridge foundations This type of scour primarily affects abutments however the angle of attack on piers may be affected Scour from pressure flow occurs when the stage of the river becomes higher than the low chord of the bridge The obstruction causes the flow on the upstream side of the bridge to gain a downward velocity component and produces an additional scour component The pressure flow may also drag debris downwards and damage instrumentation The possibility of pressure flow and overtopping conditions should be noted to prevent non waterproof equipment from getting wet Scour from confluences are due to the effect of upstream tributaries or downstream mainstems Upstream tributaries may push the main flow of the waterway to one side and cause velocities and scour depths to increase Downstream tributaries have little effect on scour at a bridge site besides increasing the water depth Downstream mainstems that are close to the bridge crossing may cause erosion of the downstream abutment or have effects on piers if those structures are in the mixing zone of the two rivers This mixing produces turbulence that could contribute to erosion 3 6 1 2 Local Scour Local scour is caused by objects placed in the waterway which cause abrupt changes in flow direction The results are higher velocities
38. a rough estimate of how much debris the bridge and instrumentation will be subjected to Use in SMDF Bridges over rivers with large sources of upstream debris give higher scores to instruments 1 resistant to debris damage 2 not exposed to debris 1 2 11 Entrained Air Definition This includes any type of entrained air that will be in the water column where scour is measured Air in the flow impedes the use of some types of sensors mainly sonar This is not a common characteristic in rivers and usually requires an upstream dam or other structure that entrains air into the water Information Location The location of the bridge with respect to other structures in the river i e dams bridges directly upstream The evidence of entrained air is usually obvious Directions This is restricted to air bubbles in the water Foam on the surface and dissolved gases are not an issue Broad Effect Devices that send and receive pulses do not work well when the travel path has more than one medium air and water through which to travel Use in SMDF Bridges over rivers with aerated flow gives higher score to instruments 1 insensitive to entrained air 2 that can be validated for correct operation C 40 1 2 12 Excessive Entrained Sediment Definition This includes excessive bedload material and any other material that may be entrained in the flow Sensors that send and receive pulses may be affected by extra debris Informati
39. affect fixed monitoring instrumentation Generally countermeasures are installed at the same location that the instrumentation will monitor 3 6 Scour Characterization The expected scour type is also important while characterizing a bridge site with the purpose of selecting instrumentation There are numerous types of scour and each has its own affiliated depth location and method of erosion 3 6 1 Major Types of Scour Scour can be divided into two major categories with regard to bedload live bed and clearwater scour The first occurs when bedload transport is present in the reach of river directly upstream of the bridge crossing Clear water scour occurs where there is no bedload transport A scour hole in a live bed stream is quasi stable with an undulating maximum depth while a scour hole in a clearwater stream is slightly deeper and asymptotically approaches a maximum depth over time These scour type processes are illustrated in figure 3 3 taken from HEC 18 Evaluating Scour at Bridges 17 MAXIMUM CLEAR WATER SCOUR 7 EQUILIBRIUM SCOUR DEPTH LIVE BED SCOUR CLEAR WATER SCOUR gt E i a Lu Q 2 o ce o ac u a Figure 3 3 Pier scour depth in a sand bed stream as a function of time Reprinted with Permission of the Department of Transportation Federal Highway Administration from Richardson and Davis 2001 Minnesota waterways primarily experience live bed scour Live bed scour tends
40. are 1 Measurement modality a Indirect direct b Continuous discrete 2 Measurement type a Current depth b Deepest scour c Predetermined scour depth exceeded Measurement range Failure detection Exposure to ice debris Resistance to ice debris damage Sensitivity to entrained material Moving parts Mounts in bed or on bridge structure 0 Environmental specifications Thermal Shock Vibration Resistance to UV Construction material ANS oRocTP Measurement modality relates to the specific technique used to determine the depth of scour The measurement can be either direct or indirect Indirect measurements have interrogation zones remote from the instruments as with sonar Direct measurements require a physical interaction between the bed and the instrument as with the magnetic sliding collar A further aspect of measurement modality is whether the measurement is continuous or discrete with regard to spatial accuracy Sonar measures time of travel which is essentially a continuous measurement The sliding collar has discrete sensors that are positioned at varying elevations along the instrument and outputs elevation discretely at a small number of predefined scour depths Float outs likewise trigger an 40 output only at a predetermined scour depth and are thus discrete measurement devices A float out must be buried at each predetermined scour depth of interest The measurement type of the various scour monitoring instrume
41. are unaffected by entrained air should be used Negative Aspects None Potential Improvements for Non Applicable Instruments Overall this is definite characteristic of instrument and cannot be mitigated 2 15 Vandal Resistant This pertains to the general resistance to vandalism of instruments Characteristics that would make an installation less susceptible to vandalism are difficulty of access less non vehicular traffic and overall robustness Dataloggers should not be included in this as this is generally independent of the type of sensor unless the instrument is manually read Positive Aspects In general vandal resistant installations will last longer if vandalism is an issue at a site Negative Aspects None Potential Improvements for Non Applicable Instruments Portions of the instrument most susceptible to vandalism can generally be placed in locations out of the reach of vandals or placed inside vandal resistant enclosures 2 16 Datalogger Compatibility with Sensor This indicates that the instrument has a reliable and proven method to convert the bed measurement to an electronic form and be logged by standard datalogging equipment C 23 Positive Aspects Instruments that have the ability to be automatically logged have a long list of positive attributes Among them are 1 Ease of remote monitoring 2 Ability to log data that may be more helpful for research 3 Remote monitoring of system status Negative Aspec
42. at banks indicates major migration Slow processes or short term large events may cause the migration Broad Effect Lateral migration will affect the usefulness of an installation over a long time The migrating river may start to threaten another foundation that is not instrumented Use in SMDF Lateral migration gives higher scores to instruments 1 able to measure aggradation to note if the stream is moving 2 compatible with dataloggers Absence of lateral migration gives higher scores to instruments 3 with long life spans 1 2 7 Vertical Migration Definition Vertical Migration of the river is total raising or dropping of the entire bed cross section in vicinity of the bridge crossing Possible inputs are a No history The river has not shown any appreciable vertical movement besides local scour at the location of the bridge b Some Movement The river has shown consistent slow vertical movement in the past c Major Movement The river is quickly degrading or aggrading or the possibility rapid aggradation degradation exists C 37 Information Location History of stream section surveys Directions The vertical migration should be across the entire stream section and the cause of the drop or rise should be clearly explainable Examples are local bedload sinks sources Broad Effect Vertical migration may change will affect the total length and measurement range of the instrument Use in SMDF Vertical m
43. be replaced with a more robust and secure alternative If vandalism prevention is not important the enclosure should be mounted higher and facing the roadway for easier access However this may place the equipment in the way of roadway debris and or plowed snow 92 The solar panel may need extended wiring and an additional mount if it is determined that it should be placed on the south side of the bridge to keep it out of harm s way while still pointing south Finally estimates for cost of the float out devices and receivers are based on the Monitoring Scour Critical Bridge The electronics for these wireless devices are out of the scope of this work plan to provide better estimates ETI Instrument Systems may also be contacted for additional information 93 Chapter 9 Conclusions The Scour Monitoring Decision Framework SMDF developed in the current project helps Mn DOT bridge engineers in three aspects with regard to fixed scour monitoring It helps them decide which type of fixed scour monitoring instrumentation is best suited for a specific bridge site how to mitigate potential problems that may occur with the user selected sensor and provides the user with warnings of atypical scour at the bridge site The process involves the user entering input that characterizes the bridge site and the SMDF matching these inputs to instrument characteristics The SMDF then outputs the ranking of the fixed scour monitoring instruments and the us
44. cause bridge failure For spread footings this is typically at the elevation of the bottom of the footing for bridges with piling this elevation has to be determined by the structures group at the bridge office Information Location This is found on the Bridge Scour Action Plan for the bridge Directions Broad Effect This is essentially the lower bound of the measurement range for the measurement device Use in SMDF This elevation is compared to a deck elevation to determine total length of system b typical bed elevation to determine critical scour depth Bridges with high deck to critical scour elevation distances give higher scores to instruments that indirectly measure scour elevation that have no moving parts that have a wireless sensor connection that do not require an air water jet for installation that do not require a pile driver for installation that do not require an auger for installation that do not require heavy equipment for maintenance that are simple 9o cd ON UAR a par C 56 Deep scour depths those with short ranges give higher scores to instruments 1 that indirectly measure scour 2 that have long measurement ranges 3 that are resistant to vibration failure 4 that do not require an air water jet for installation 5 that do not require a pile driver for installation 6 that do not require an auger for installation Shallow scour depths give higher score to instruments 7 tha
45. critical scour depth d deck elevation to determine the distance to the typical bed from the deck Deep typical water depths give higher scores to instruments resistant to debris not exposed to debris that are simple that do not require heavy equipment for maintenance requiring an auger for installation requiring an air water jet for installation Shallow typical water depths give higher scores to instruments 7 resistant to vandalism Qu de Oe oe Deep scour depths those with short ranges give higher scores to instruments 1 that indirectly measure scour 2 that have long measurement ranges 3 that are resistant to vibration failure 4 that do not require an air water jet for installation C 55 5 that do not require a pile driver for installation 6 that do not require an auger for installation Shallow scour depths give higher score to instruments 7 that are free standing devices Bridges with high deck to typical bed elevation give higher scores to instruments that indirectly measure scour elevation that have no moving parts that have a wireless sensor connection that do not require an air water jet for installation that do not require a pile driver for installation that do not require an auger for installation that do not require heavy equipment for maintenance that are simple po ONU IAS 2 2 9 Critical Scour Elevation Definition This is the minimum bed elevation determined to not
46. directly measure scour depth without a portion of the sensor extending below the required lowest measured elevation Overall the sonar sensor is the best option for pier 4 The float out may be a viable option for pier 5 since the local bed is typically not under water Figure 7 13 Bridge 07011 pier 4 characteristic results Appendix A of the User s Manual provides more information and potential methods for mitigation of the unsatisfied characteristics l Sensor Not Exposed to Ice Debris Sonar mounted on this bridge is likely to be in contact with large debris The solid pier does not provide good locations to place the sensor out of the way of the debris Sensor Not Resistant to Ice Debris A robust cover for the sonar probe can protect the delicate sensor from debris Sensor Insensitive to Entrained Material This is an intrinsic characteristic of sonar and may be an issue at the site however proper instrument settings may lessen the effect of entrained bed material on the sonar device 64 4 Free Standing Device This characteristic received some weighting because of the complexity of the upstream profile of the column pier This is likely not to be an issue with the sonar as long as it is not directed at the footing of the pier 5 Resistant to Ultraviolet Radiation If the sensor or wiring is susceptible to UV radiation they should be covered with UV resistant material 6 Vandal Resistant Vandalism shou
47. elevation of the bridge deck A pressure scour situation occurs where there is a downward velocity component going through the bridge section resulting in atypical scour conditions The location of the deepest scour depends on bridge site conditions and should be located with a local bed survey prior to installation of the fixed scour monitoring instrument Additionally components vulnerable to water i e dataloggers need to be located where the relatively high water levels cannot damage them 1 3 Upstream Tributary A close upstream tributary can affect the flow field entering the bridge site The tributary may be a drainage ditch as well as a perennial river Overall the tributary will push the main flow to one side This increases velocities at one side and may increase the scour on the opposite side than the river enters The tributary may also change the flow direction creating an angle of attack on the foundations or set up turbulent vortices that may erode the bed at the foundations This warning occurs when there is an upstream tributary within five main channel widths of the bridge The location of the deepest scour depends on bridge site conditions and should be located with a local bed survey prior to installation of the fixed scour monitoring instrument 1 4 Downstream Mainstem A close downstream mainstem can affect the flow conditions at a bridge site over the incoming tributary The affect is less than that of an upstream conf
48. elevation within a few elevation feet of the roadway surface C 53 Information Location This information can be found in the Bridge Scour Action Plans or in the general bridge plans Directions Broad Effect The deck elevation is a reference for elevation to determine how long an instrument must extend from the deck to measure the deepest location of scour Use in SMDF The deck elevation is compared to a b c high water elevation to determine overtopping scour critical elevation to determine total length of system typical bed elevation to determine the distance to the typical bed from the deck If overtopping is calculated to occur the user is notified Bridges with high deck to critical scour elevation distances give higher scores to instruments po cL UN opu that indirectly measure scour elevation that have no moving parts that have a wireless sensor connection that do not require an air water jet for installation that do not require a pile driver for installation that do not require an auger for installation that do not require heavy equipment for maintenance that are simple Bridges with high deck to typical bed elevation give higher scores to instruments po ONU deu Nares that indirectly measure scour elevation that have no moving parts that have a wireless sensor connection that do not require an air water jet for installation that do not require a pile driver for installation
49. expected 4 3 10 Oregon In addition to using some commonly used instrumentation e g sonar in the early 1990 s the state tried a new technology which measures the decay of pressurized air to determine the scour depth The Pneumatic Scour Detection System PSDS is a driven rod type device and has no moving parts Installation of the instrument occurred in June 2007 Oregon DOT was seeking an instrument that was vandal resistant and not affected by debris The PSDS device installed was a 6 x6 steel box beam that had 39 pressure taps located along the beam The pressure taps connect to hoses that terminate in a locked box at the bridge deck Readings require DOT personnel to add compressed air to each of the tubes and measure pressure decay caused by air leakage from the pressure tap location The air leakage is a function of the pressure and the adjacent material to the pressure tap Edward Mercado the patent holder noted that automating the device would require a switching valve and a source of compressed air To determine live bed scour depth after the event had occurred the infill of the scour would need to have a different composition resulting in faster pressure decay 4 4 Other Assessments Assessments of these and other sites can be found in e Monitoring Scour Critical Bridges NCHRP Synthesis 20 05 Topic 36 02 e Chapter 7 5 in HEC 23 Bridge Scour and Stream Instability 4 5 Overall Review of Fixed Scour Monitoring Ins
50. found The Ideal Instrument indicator bars on the charts in the Summary Charts worksheet illustrates this information These cumulative values for each instrument characteristics are then multiplied row wise by values in the Multiplier Matrices worksheet and the results are listed in the rows to the right of each totaled characteristic value The columns corresponding to each instrument are then totaled to yield the final instrument score Users should NOT change this worksheet 5 3 3 The Instrument Descriptions worksheet This worksheet provides a summary of the fixed monitoring technologies considered in the SMDF Five categories are discussed 1 Description 2 Components 3 Power requirements 4 Installation 5 Costs This information is provided to the user to help select fixed monitoring equipment Appendix C of this user manual also summarizes the instrument descriptions 6 Software Support Contact Information Users of the SMDF should contact the following organization for support and questions St Anthony Falls Laboratory University of Minnesota 2 Third Ave SE Minneapolis MN 55414 Front Office 612 624 4363 E Mail safl umn edu User Guide Appendix A Installation Warnings and Critical Instrument Characteristics Table of Contents 1 Installation Warming 2scccicsccccatescssscievesceiiasedeactvasansecdassavedsasessaceusedsauentoseestasdusnceeenae C 16 1 1 Anel Or Adae tico C 16 1 2 Overtoppiis Bridge
51. is readily available monitoring systems may be installed with little concern for their power requirements Characteristics with regard to power are listed below 44 1 Power Demands a Sensor b Datalogger c Telemetry System 2 Power Supply 3 Battery Storage 4 Duty Cycle The amount of current that a device sinks is related to the overall power consumption The three main potential power sinks in a monitoring system are the instrument the data logger and the telemetry system Manufacturers or suppliers provide the active and quiescent power requirements for their devices The potential sources of power are batteries or utility power If rechargeable batteries are used they may be charged via solar power Typical small solar panels have peak power output of 10 40 watts Rechargeable lead acid batteries are able to supply large amounts of power for a short amount of time Battery capacity is sized to provide the total system power between periods of recharging Battery reserve time is the amount of time the battery can support the power requirements of a deployment without recharging For Minnesota Campbell Scientific recommends battery reserve time of 336 hours Regardless of battery capacity the charging source must be able to supply the long term average power needed for the monitoring system Battery based storage has a limited cycle lifespan and its ability to supply or absorb power is dependent on environmental temperature Curr
52. monitoring plan For fixed scour monitoring design this information is necessary to ensure selected scour instrumentation is effective over its entire lifetime regardless of changes in stream morphology Evaluating Scour at Bridges HEC 18 FHWA NHI 01 001 Authors Richardson E V and S R Davis Performing Organization Ayres Associates Sponsoring Organization Federal Highway Administration US Department of Transportation Publication Date 2001 HEC 18 extensively covers the calculation of scour depth for a number of bridge conditions The document addresses the fundamentals of scour and concepts of total scour channel degradation aggradation contraction scour asymmetric scour due to river bends and local scour It also provides an analysis with detailed calculations or other recommendations for determining the magnitude of each component of scour Using this procedure potential scour critical areas can be determined by finding the cumulative scour This site specific information is important to fixed scour monitoring design as the expected depth of scour and the components of that scour may affect instrumentation selection The information needed for these scour calculation procedures is important to know because it can be assumed the DOT still has the information and it may be used to help choose fixed monitoring instrumentation Precise locations of maximum scour are difficult to determine beyond basic bridge and pier geometries These
53. not required for installation Cellular based telemetry where coverage is available has the advantages of simplicity of installation and real time connectivity Disadvantages include relatively high power consumption especially during an active connection and ongoing connection fees Spread spectrum radio telemetry operating around 900 MHz does not require an individual license or frequency coordination through a regulatory agency This may provide a useful option where there is a site nearby within about 5 miles and with a clear line of sight to the scour monitoring location that has existing telemetry or internet access such as a river stage monitor This would require cooperation with the agency operating the current monitor Satellite telemetry is an expensive option for remotes sites where no other telemetry method is available 5 2 4 Power Most types of instrumentation require an electrical power source If power is required to operate the scour monitoring system it is a critical hardware attribute and directly influences the requirements for power availability and storage system maintenance and the selection of various system components The most common power source for a fixed scour monitor deployment is a battery recharged by a solar panel If the total power consumption of the scour monitoring system exceeds that supplied by solar panels and stored by available batteries utility AC power will be needed If utility AC power
54. on the battery chemistry and the number of options Solar panel pricing depends on size and wattage output but 20 Watt is typical for a 10 60 W panel Dataloggers from Campbell Scientific range in price from about 1000 to 2000 according to capability ruggedness and memory capacity Installation and maintenance personnel costs depend on the number of hours required to complete the associated tasks and range from 30 60 per person hour A better estimate 46 for personnel time can be made within Mn DOT The contractor performing the installation and maintenance tasks often absorbs tool and equipment costs Service parts may require a completely new component such as a new sensor or a sub system component such as an enclosure for a sensor Costs will range accordingly Operational costs are associated with utility fees and the costs associated with personnel dedicated to data collection and processing Utility fees cover both the cost of the power usage if AC power is used and use of communication infrastructure 5 2 7 Lifespan This characteristic describes the longevity of the monitoring equipment assuming operation in a specified application and in a typical installation configuration The expected longevity will be a function of the application environment and lifespan of components such as batteries The lifespan of batteries is dependent on the amount of cycling charge and discharge cycles and the battery chemistry Typical life s
55. portion of this project 2 Search collaborations between researchers interested in scour processes and Departments of Transportation During the literature review and deployment assessment portion of this project it was found that the most successful deployments were part of larger ongoing projects with scour research or bridge reconstruction The Alaska and Vermont deployments are good examples If researchers are interested in the results of the monitoring the deployment is less likely to fail This is especially true for initial trial deployments such as those described in the work plans 3 Determine additional sensors that may be better for monitoring abutments Most of the sensors currently available are better suited for monitoring piers than abutments In Minnesota the majority of the scour type bridge failures are approach panel wash outs There are few instruments starting to be used that may be better for this type of monitoring ETI Instrument Systems is starting to deploy tethered float out which offers the advantage of not being susceptible to debris without the disadvantage of a short battery life Also Campbell Scientifics Time Domain Reflectometry pulsers can be used in a variety of methods that may be suitable for this type of monitoring 4 Database management Improving the accessibility of data gathered at these remote sites will result in heightened interest in the deployment better data storage and improved s
56. require heavy equipment for maintenance 2 2 11 Footing Extension Definition This is the distance that the footing of the foundation extends past the upstream edge of the pier User selectable inputs are a 0 No Footing b Oto 3 Feet c Greater than 3 Feet Information Location This information would be found on the bridge plan sheets Directions This dimension should be the farthest lateral dimension needed to drive a rod into the bed without interfering with any of the bridge structure This includes casings or any other objects Broad Effect Any instruments that need to be buried or driven below the bed level will need to avoid any substructure of the bridge If the footing is buried below the level of the bed wire or conduit will not be able to be supported by the bridge structure Use in SMDF Bridges with large footing extensions give higher scores to instruments 1 that indirectly measure scour that have no moving parts that are free standing devices that are resistant to vibration that have a wireless sensor connection A poco C 58 2 3 Local Streambed 2 3 1 Bed Material Definition This is the type of material that is on the surface or the bed User selectable options are a Sand b Clay c Gravel d Bedrock Information Location This information can be found from bridge plans or borings but the best and most current information will be from the most recent bridge inspection report Directions
57. rod is not a good choice because the high velocities through the bridge combined with the sand bed will likely lead to self auguring and incorrect readings The sliding collar may be an option since it is less likely to bury itself in the sand However the sliding collar is not resistant to debris A last option may be a variation on the float out that is not instrumented but floats to the surface if scoured out The float out could be placed at an elevation above the scour critical elevation to determine if scour is close to threatening the structure This approach would remove some of the negative characteristics of the instrumented float out indicated by the chart 7 2 Bridge 6868 6869 Overview Bridges 6868 and 6869 are outside of Austin MN in District 6 They carry Interstate 90 over the Cedar River Monitoring is necessary for a 50 year flood event A pedestrian bridge is located 57 directly upstream of the bridge The Cedar River is anabraching within a wooden area about a mile upstream of the bridges but inspection reports indicate little debris at the site By e MAA ual W image USDA Farm Service Agency nll Imagery Date Jun 1 2003 43 40 50 67 N 892 58 29 63 W eleve 20 16 Figure 7 5 Bridge 6868 6869 aerial view from Google Earth aua T Re ada Jl eee Figure 7 6 Bridge 6868 6869 upstream pier profiles looking west Figure 7 7 Bridge 6868 6869 sand covered riprap on east abutment 58 Curre
58. sliding collar on Bridge 74004 sese 24 Figure 4 3 Point bar before deposition around pier 4 looking west unknown date 25 Figure 4 4 Point bar after deposition around pier 4 looking west January 2009 25 Figure 4 5 Bank erosion due to channel migration looking east note scale of person 26 Figure 4 6 Profile view of Bridge 23015 installation eee 27 Figure 4 7 Installed manual sliding collar monitor on Bridge 23015 with debris damage 27 Figure 4 8 Profile view of Bridge 9003 installation eene 28 Figure 4 9 Installed manual sliding collar on Bridge 9003 sse 29 Figure 7 1 Bridge 6468 aerial view from Google Earth eee 54 Figure 7 2 Bridge 6468 upstream left ab trient iere ede eek eee ease aes 54 Figure 7 3 Bridge 6468 west abutment results ninia pia pie 56 Figure 7 4 Bridge 6468 west abutment characteristic resultS ooooononnninninoncnoncnnonnconncnonccnnnnnnnos 56 Figure 7 5 Bridge 6868 6869 aerial view from Google Earth eese 58 Figure 7 6 Bridge 6868 6869 upstream pier profiles looking WeSt oooooococnnncccnooccnonanccnonanonns 58 Figure 7 7 Bridge 6868 6869 sand covered riprap on east abutment esses 58 Figure 7 8 Bridge 6868 pier 1 1esults i e cede tien 60 Figure 7 9 Bri
59. that do not require an auger for installation that do not require heavy equipment for maintenance that are simple 2 2 7 Top of Foundation Elevation Definition This is the elevation of the top of the foundation This refers to either the elevation of the top of the footing extension or the bottom the piling if there is no footing It is used to determine any additional offsets that may be needed for wire or conduit runs Information Location Bridge plans would provide the best information for this information C 54 Directions The elevation of the top of the footing should be entered Broad Effect The presence of a footing involves additional complexity to the installation geometry as any wires or conduits need to be routed around the footing Use in SMDF This is currently not used in the decision framework 2 2 8 Typical Bed Elevation Definition This is the elevation of the local bed during typical flows Information Location This information can be found in bridge inspection reports Directions Typically scour holes refill somewhat in Minnesota at locations of local scour This elevation should be the lowest local elevation after the scour hole has refilled Broad Effect This affects the upper range if applicable that an instrument should be able to read Use in SMDF This elevation is compared to a typical water elevation to determine the typical water depth b critical scour elevation to determine
60. to find the local curvature C 42 Directions The bank full width should be used as a reference for the locations of where to draw the tangential lines Broad Effect River with high angles of local curvature can have secondary other flows that differ from typical conditions This can result in scours that is not typical Use in SMDF Bridges over rivers with large local curvatures give higher scores to instruments 1 that can be validated for correct operation 2 able to measure aggradation to note if correct location is monitored 3 compatible with a datalogger They also notify the user that the site requires additional attention C 43 1 3 Bridge Conditions 1 3 1 Pedestrian Path Definition Pathway over the bridges designated for pedestrians Information Location Directions Broad Effect Instrumentation on bridges with high pedestrian traffic is more susceptible to vandalism Use in SMDF Bridges with pedestrian paths give higher scores to instruments 1 that are vandal resistant 2 that can be validated for correct operation 1 3 2 Waterway Traffic Definition Boat or snowmobile traffic that occurs on the river beneath the bridge Information Location Personnel familiar with the bridge site should have this information Directions Broad Effect Instruments that extend through the water surface or are close to the surface may be hit or cause hazards for boaters or snowmobiles Use in SMDF Bridge
61. water surface Positioning sensors close to the bed or otherwise out of the way of ice and debris reduces the likelihood of damage to equipment If the instrument is exposed to debris the instrument should be robust Impact by debris can result in either total instrument failure or false readings As an example debris can destroy a manually read magnetic sliding collar by severing the pipe Alternatively debris can bend the pipe resulting in a false reading The resistance to ice and debris can be improved by adding additional structural supports such as angle iron designed to withstand much of the impact and protect the instrument and conduit Sensitivity to entrained material refers to the effect that suspended sediments or air bubbles have on the measurements being made by the sensor Instruments using time of travel type measurements are affected by the medium through which the signal passes Sonar does not work when significant concentrations of entrained air are encountered and may incorrectly read suspended sediment as the current bed elevation Sensors that incorporate moving parts are susceptible to jamming by debris or sediment and failure due to inadequate mounting These sensors primarily track the bed directly Some sort of guide directs the movement of the sensor as it falls with the bed level For the magnetic sliding collar this guide is a driven rod for the sounding rod the guide is a hollow tube In general the guides affec
62. 0 Datalogger Automatic Sliding Collar 75 4100 Datalogger Time Domain Reflectometry 74 3 650 Datalogger Piezoelectric Film 72 1000 Datalogger Sounding Rods 71 7 000 PSDS 71 Datalogger Manual Sliding Collar 63 2 500 Tilt Angle Vibration Sensors 45 500 Datalogger Local Curvature 10 to 30 degrees Figure 7 3 Bridge 6468 west abutment results Bridge 6468 Abutment West Sensor Characteristics Comparison Float Out to Ideal Instrument 50 45 40 35 30 o 2 o 25 o o 20 15 10 5 0 Sou Qe S Sg i S 3 O P S S Sy S 9 o 9 o o gt LO FC Oe S amp S SEF EEES SSE SESE S gt gt Or N gt 2 2 AN E LS UO SU uw ARSS VIF SS PPE SS wo v 9 QS S QU FF FF uS IO SS OF OM WE SAS ee S Se BF aS OK NS OS A YS SF SS EF EF FE SE on P FS FS a Sog SS SS SS SOS x S e gt e ES S a a a Vo EEES ds we EOS 9 es Y S FS amp FEES dU CK SF LS L d amp SL SL P2 SS d gt s S E at ES e X ss s e ef P S gt o y SP e S 9 X y E a qe Instrument Characteristics T Ideal Instrument Bl Float Out Figure 7 4 Bridge 6468 west abutment characteristic results Interpretation The east abutment is the same as the west abutment The SMDF for both foundations indicate the float out device as the most appropriate device for this bridge site The bar graph shows the characteristics of t
63. 5 E ypical Water Sonar and Stage Sensor Inside MN Custom Steel Shell El 721 5 Top Typical Bed El 717 Critical Scour El 704 7 Figure 8 2 Bridge 23015 pier 5 sonar installation units in feet 8 2 2 Sonar and Stage Sensor Assembly The following tables has suggested parts list for the sonar and stage sensors Table 8 8 Sensor enclosure components for Bridge 23015 Manufacturer Cost Item Quantit Sonar Sensor Tritech Ltd DST Micron EchoSounder Water Level Pressure Sensor Campbell Scientific CS450 L Sensor Enclosure Custom The sonar and stage sensor components are only suggestions and may be replaced by equivalent parts The stage sensor is optional but it will contribute to the data set collected at the bridge site and aid with troubleshooting the system The pressure range of the instrument should be at least 20 feet of water The enclosure that contains the sensors should e Be robust enough to withstand debris impacts e Not impede the line of sight of the sonar device e Angle the sonar as close to piling as possible without the piling interfering with the reading e Not impede the operation of the stage sensor e Mount rigidly to the back of pier or under concrete curtain 87 e Connect directly to conduit to eliminate exposure of wires to debris e Not cause damage to instruments during winter freeze up 8 2 3 Conduit The co
64. Ark 13 Table 3 4 Pier doundations Si Ged eG 13 Table 3 57 Abutment types eii diana 15 Table 3 6 Abutment foundation PES AA el eae ete 15 Table 3 7 Bridge river information available at Mn DOT for trunk highway bridges 21 Table 3 8 Resources for river discharge and stage sese 21 Table 4 1 Summary of costs and attributes for fixed scour monitoring equipment reported during assessment task cedi ete te edite iv e teda edid de lUa ace tas a ariin Gea ede ue reeds 36 Table 5 1 Common fixed scour instrumentation attributes esee 51 Table 7 1 Selected bridges for SMDF demonstration eene 53 Table 7 2 Demonstration bridge characteristics oooooccconococonocanonaccnonanononnncnnncnonnnononnnnnrnnncnrnnncnnnns 53 Table 7 3 Summary of bridges for SMDF application and respective user selected instrumentation EE TEE 78 Table 8 1 Sensor enclosure components for Bridge 07011 see 80 Table 8 2 Sensor datalogger connection components for Bridge 07011 8l Table 8 3 Datalogger enclosure components for Bridge 07011 eee 82 Table 8 4 Estimated installation cost for Bridge 07011 eene 83 Table 8 5 Estimated hours for initial system construction for Bridge 07011 83 Table 8 6 Power consumed generated by system components sese
65. F may select the instrument The selected instrument is then shown on the report page C 63 User Guide Appendix C Fixed Scour Monitoring Technology Descriptions SQ ngos SS OY au de E Table of Contents SOMALIA A A A m E C 66 Manual Sliding Cold des eo C 68 Auto Sliding Colla inicias C 69 A A a tala tal de saad ON UR HR C 70 Tilt Angle Vibration Sensor icc cescases ccssgasanassccevssssacaacesvaneacagscasapdedadavansdaataontsonea less C 71 SOI e cae es al de do dae C 72 PEZON ipod C 73 Time Domain Reflectometry 5 45 2 artt rd a eR n E UI I TU ARR NERA C 74 A MM O C 75 C 65 1 Sonar 1 1 Description The sonar instrument measures distance based on the travel time of a sound wave through water The data logger controls the sonar system operation and data collection functions The data logger program takes measurements at prescribed intervals Sonar sensors normally take a rapid series of measurements and use an averaging scheme to determine the distance from the sonar transducer to the streambed These instruments can track both the scour and refill processes 1 2 Components The components include the sonar unit datalogger wireless transceiver baud rate converter solid state relays datalink antennas and batteries 1 3 Power Requirements The unit requires 10W of 12VDC peak continuous power using a 5Ahr or better sealed gel cell battery with 0 5A of current load A Campbell SP5 L 5W solar panel of 72 square
66. Other DOTS usina leidas 9 Chapter 3 River Bridge and Scour Characterization ccccecscessseceteceeeeeeeeeeseeceaeeeeeeeseeenaees 10 3 1 InttOQUCtIOI c e Re CE i a i ces 10 3 2 Flow Conditions E sisine arpa 10 3 2 1 Local Bridge Ey draulies irene e ote atendido eda s ENES 10 22 2 River Morphology s oue E E best 11 3 3 Bridge E OMNIA 12 3 3 1 Deck Plant T tat tates 13 3 3 2 Nri vii rara E E NEEE ss 13 3 3 3 PSPS ITT tyasira ra se tse ee ods caw nese ek a qd 13 3 3 4 Abutment CHE OME TIENS sd octo bo a etd seen alude m siis I5 3 4 Non Hydraulic Bridge Conditions eese enne 16 35 Bed Material it ds ell bot ce dans 17 3 5 1 Surface Material inicial dc ias 17 3 5 2 S bs rface Material sonei e an A A ee 17 3 5 3 Riprap Countermeasure Type and Location seen 17 3 6 Scour ChatacterzatloD ui iia ra 17 3 6 1 Major Types Of COURT 17 3 6 2 Failure Modes Caused by Scour s sesesseeesssesseesseesseeessstesseessersseresseessseessresseessee 20 3 7 Mn DOT Resources for Trunk Highway T H Bridges esses 20 3 8 River Monitora Resource RSS 21 Chapter 4 Assessment of Key Monitoring Installations eene 22 4 1 TOO P MM P m 22 4 2 Minnesota Fixed Scour Monitoring Installations ooconnnncccnoncccnonccononcnononcnonananonancnonns 22 4 2 1 A estates pane Lust t pelo capes cuhtales tan pM ILE 22 4 2 2 Badge 29015 sofe e or bandi MUR Cd SUM tae
67. SP5 L 5W solar panel of 72 squared inches or larger 5 4 Installation 5 4 1 Site Preparation 1 Remove debris from desired bridge mounting points 2 Find best location for sensors and electronics enclosure 3 Find best location for solar panel mounting south side of bridge 5 5 Cost The cost is 500 not including the cost of the datalogger C 71 6 Sounding Rods 6 1 Description Sounding rod or falling rod instruments are manual or mechanical automated gravity based physical probes As the streambed scours the rod with its foot resting on the streambed drops following the streambed and causing the system counter to record the change The foot must be of sufficient size to prevent penetration of the streambed caused by the weight of the rod and the vibration of the rod from flowing water These were susceptible to streambed surface penetration in sand bed channels influencing their accuracy 6 2 Components The components include the sensor hardware BRISCOE monitor mounting hardware power supply cables datalogger and enclosure 6 3 Power Requirements The unit requires 1W intermittent DC power for the datalogger and telemetry Supplying this are 5Ahr or better sealed gel cell batteries Campbell SP5 L 5W solar panel of 72 squared inches or larger supports the batteries 6 4 Installation 6 4 1 Site Preparation 1 Remove debris from desired bridge pier mount points 2 Find best location for electronics enclosur
68. US 465 over the Potomac River was replaced in 2006 but its predecessor had one sonar probe mounted on each of five piers The bridge is in a tidal environment The installation was costly at 90 000 for materials and 110 000 for labor ETI Instrument Systems of Fort Collins Colorado provided the equipment The system used landlines for data transmission The installation used sonar because of the depth and the tidal environment The monitoring period extended from 1999 to 2006 at which time Maryland DOT replaced the bridge No large scour was ever recorded at the site Overall the deployment was successful System batteries were reported to be problematic and difficult to replace Hunt 2009 noted the need for proper allocation of adequate funds for maintenance 4 3 7 Vermont Two bridge failures over the White River have occurred during ice breakup in the spring Speculation suggested the cause to be a combination of forces due to ice jams and local pier scour For this reason Cold Regions Research and Engineering Laboratory CRREL was hired 32 to analyze the failures and instrument bridges in the area Instruments employed on the bridge on U S Highway 5 over the White River have included Brisco sounding rods piezoelectric devices time domain reflectometers and scour chains The researchers installed the scour chain vertically into a water jetted hole The chain indicates scour depth by laying horizontally on the eroded bed surfac
69. Vendors In Research Phase Requires Signal Analysis Float Out Devices Not Susceptible to Debris Difficult Installation in Wet Streams Tilt Sensors Not Susceptible to Debris Requires Partial Failure Requires Characterization of Normal Bridge Movement Sonar Requires Maintenance Nevada Float Out Devices Easy Installation in Dry Beds and Riprap Difficult to Maintain Would Rather Use Other Countermeasure Vandalism False Alarms Piezoelectric Use to Reject Overestimates of Scour Conduit Susceptible to Debris Oregon Pneumatic Scour Detection System Very Robust Vandal Resistant 36 Difficult to Automate Uncertain about Ability to Locate Depth of Live Bed Scour After Event 4 6 Contacts Contacts found for the above states are listed here The list is comprised of two researchers two USGS hydrologists and six state department of transportation employees Those interviewed provided additional information on experiences beyond what was found in the literature Wisconsin Water Science Center USGS Peter Hughes Chief Supervisory Hydrologist 608 821 3833 pehughes usgs gov contacted California CALTRANS Steve Ng Structure Hydraulics and Hydrology Scour Mitigation Branch Chief 916 227 8018 steve_ng dot ca gov contacted New York STV Incorporated Beatrice Hunt P E Principal Hydraulic Engineer 212 614 3358 beatrice hunt stvinc co
70. ables are similar to those in NCHRP Report 396 but with updates Other chapters of HEC 23 should be consulted if an installation of fixed scour monitoring technology is to be used in combination with or to evaluate the effectiveness of other countermeasure methods 2 2 FHWA Literature Specific to Stream Stability and Scour at Waterway Crossings HEC 23 is part of a larger set of HEC documents written to provide guidance on bridge scour and stream stability issues The flowchart in figure 2 1 taken from Chapter 7 of HEC 23 shows the links between HEC 20 18 and 23 HEC 20 Stream Stability and Highway Structures focuses on stream classification and stability HEC 18 Evaluation of Scour at Bridges focuses on hydraulic analysis as it relates to scour HEC 20 and HEC 18 do not specifically address scour monitoring but provide important information and engineering tools for estimating the geomorphic change and scour development at bridges These are essential components of effective scour monitoring design as choices need to be made that can incorporate long term changes in the river bed cross section and identify specific locations of local scour HEC 20 HEC 18 HEC 23 Stream Stability and Hydrologic Hydraulic Bridge Scour and Stream Geomorphic Assessment and Scour Analysis Instability Countermeasures Develop Plan of Action Hydrologic Analysis Hydraulic Analysis Structural Geotechnical gt Scour Analy
71. al attachment points for sensors and wiring runs Difficulty and cost of installation Accessibility to installed equipment Hazards which would cause damage to monitoring systems Situations which would cause failure of monitoring systems VIDA IN The information needed to evaluate these details comes from a combination of site attributes The Scour Monitoring Decision Framework SMDF developed in this study evaluates attributes and determines the relevance of each to the above details Much of the information needed for the SMDF is readily available to DOTs due to the extensive use of the scour calculation procedures as prescribed in HEC 18 Evaluating Scour at Bridges The required inputs and results of these scour calculations provide a large amount of critical site attributes However this information is mostly limited to local hydraulic variables and further information such as bridge geometry are required site for proper selection of fixed scour monitoring instrumentation The following sections list the waterway bridge attributes relevant to this selection process 3 2 Flow Conditions Flow conditions are separated into two major categories hydraulic parameters that are locally responsible for scour and overall river morphology Local bridge hydraulics consists of flow velocity direction depth and the presence of entrained air or other material close to the bridge structure River morphology consists of larger scale parameters suc
72. ally read The automated type is driven into the bed and is connected to a datalogger using flexible wires that convey magnetic switch closures The manually read type requires a hollow metal tube to connect the sensor to the bridge deck For this reason the manually read sliding collar is very exposed to debris and ice 48 Automated magnetic sliding collars based scour monitoring has a system cost of roughly 10 000 It is a buried rod device which can measure the lowest level of scour where the sensor is located It is somewhat robust with regard to debris because its housing shell is made of a structurally rigid metallic pipe and it is not exposed to debris at the water surface It is a powered sensor with a wired interface to a datalogger It has moving parts which detracts from its reliability compared to a sonar or float out device It directly measures scour is multiplex capable and does have some diagnostics capability It requires a pile driver to install and is susceptible to mishandling or vandalism It is rigidly mounted and must be mounted vertically 5 3 3 Float Out Devices Buried at strategic points near the bridge float outs are activated when scour occurs directly above the sensor The sensor floats to the stream surface and an onboard transmitter is activated and transmits the float out device s digital identification number to a data logger Float out scour monitoring systems have a system cost of roughly 3 500 They only
73. amming pertains to the initial system If similar systems are constructed the first system and program will act as a template and costs associated with this task will drop dramatically 8 2 8 System Maintenance System maintenance is difficult to estimate especially with the deployment of a new system Maintenance is the most underestimated cost of fixed scour monitoring system deployment The following table lists the likely maintenance items 91 Table 8 14 Estimated maintenance costs and hours Equipment Cost 0 60 Frequency Description Lane Closure Boat Access to Sensors Monthly Cost for Cellular Plan Unplanned Varies Remote Reprogramming to Maintenance Hardware Replacement System Evaluation Yearly Cellular Plan Monthly 0 to 3000 A yearly system evaluation will need to be performed to make sure that all of the components are working correctly This would most likely include a visual inspection of the system and an in depth analysis of the data collected to check for irregularities that have passed the error trapping features of the datalogger program and database management software The cellular modem requires a data plan from the provider that will likely have a fixed cost per month Unplanned maintenance may result from system failure vandalism damage from debris or other unknown causes The costs can vary from time for system reprogramming to sensor replacement The resulting cost f
74. an 48 5 3 3 Float Qut Devices edid e eel il ins 49 5 3 4 Tilt Ancle Vibration Sensor DEVICES ici 49 5 3 5 BOUNCING A OA 49 5 3 6 Piezoelectric Film Devices pia 49 5 3 7 Time Domain Reflectometry sind tdi aid daci n 50 5 4 C haracterizatton sue 50 Chapter 6 Scour Monitoring Decision Framework esee 52 Chapter 7 Application of Scour Monitoring Decision Framework to Five Minnesota Bridge v Nee ccc a E 53 7 1 Bridge 6408 5 o9 enan ca eae eat paga iUa da D baut ipaq eti esf 54 7 1 1 Data ENY sad 55 7 1 2 Resist did 55 132 Bridee 0505 03095 e e 57 T2 DAU As ENY a e a te a shes a o i a tas e a HE 59 1 2 2 hij me ee apes 59 7 3 A 61 7 3 1 PAE A TINE casas OEE EE E oe nein ay T E 62 1 3 2 Results ain punn epi e a e an e 63 7 4 BUSS UD ed le E 65 7 4 1 DA e C M O 66 744 2 REUS oss ts decedat qu LAS LAN Dou I e a 67 di Bdge e ee UD 71 7 5 1 Data Entry AR 13 quA Digne c CERE 73 7 6 Overview of Application to Bridges sien Le tab P Ida adeat eR aides 77 Chapter 8 Work Plans for Fixed Scour Monitoring Deployment at Two Bridges 79 8 1 Badge 0701 Dustin sorte pie tob t e eese ei oben beides teta Soto ona 79 8 1 1 Deployment Overview sica vitara NERA VE REUNIR Ee Ge eode iaa 79 8 1 2 Sonar and Stage EnsorA ss Emb css debts esae buc SA o I NUIPDegR EIUS 80 8 1 3 COM onse sd eode aate at eed 8l 8 1 4 Datalogger EnclosUre uid e e en e RU oun it drea venie cid 8l 8 1 5 A I EE 82
75. and destroy monitoring equipment installed on the bridge Sources of debris are upstream wood trash or ice Rivers with larger floodplains have access to more debris than rivers constrained to narrow banks Estimation of potential debris at a bridge site is very difficult The best indicators are historical accounts of debris buildup at the bridge site However any observable sources or knowledge of upstream debris should be noted The best approach to minimize the threat of debris damage to instrumentation is to mount equipment close to the structure taking advantage of the strength of the bridge Furthermore wires and conduit should be routed in locations normally out of the way of debris 3 3 Bridge Geometry Bridge geometry is the area of attributes requiring the most additional information beyond what is typically recorded and calculated during a scour evaluation Information such as pier shape and footing type are required for the hydraulic calculations during this process However considerations for mounting equipment require additional geometry information such as the upstream pier profile deck plan and superstructure geometry This information is readily available in construction plan drawings 12 3 3 1 Deck Plan The deck plan is important for mounting and accessibility considerations Equipment installation will require lane closures and other safety considerations In addition access to manual readout sites requires safe method
76. annot be installed manually underneath the riprap An additional site visit before installation is required to note what equipment is needed 89 Table 8 11 Estimated installation cost for Bridge 23015 Equipment Operation Personnel Approximate Cost Day Snooper and Operators Mn DOT Lane Closure Mn DOT Technician Mn DOT Contractor Boat Divers Contractor Float Out Excavation Mn DOT Contractor Installation should take a single working day Most physical maintenance to the system will require similar resources 8 2 7 System Construction and Programming Prior to system deployment all hardware interfacing datalogger programming system testing and finalizing of all installation details need to be performed One to two people would likely perform this work The following table show rough estimates of how many hours of work each of the above tasks would take to perform Table 8 12 Estimated hours for initial system construction for Bridge 23015 Purchase and Assemble Hardware Datalogger Programming System Testing Installation Preparation The first step requires acquisition and assembly of system components including full lengths of wire between components This estimate of time is only for working time and does not include downtime for equipment delivery Programming will likely take three weeks and the following functionality should be incorporated in the program e Turn on cellular mode
77. aracteristics that can be used to fully describe the operation of a given scour monitoring technology relative to a specific application and environment A desirable characteristic for example is the ability of the technology to store rechargeable power using a renewable energy source such as a solar panel This both allows automated measurements and alleviates the user from maintenance affiliated with recharging the system Conversely an undesirable characteristic would include the use of structurally weak sensor housing vulnerable to fracturing from impacts by waterway debris Various scour monitoring technologies can be evaluated according to these and other characteristics to provide a balanced and thorough comparison among many possible monitoring solutions The following sections describe these characteristics in detail and include how they affect the function of a given scour monitoring system The information needed to properly select a fixed scour monitoring system comes from a combination of attributes The Scour Monitoring Decision Framework SMDF developed in this study provides weighting factors for all of the relevant characteristics and allows a direct determination of the appropriate technology for the bridge specific monitoring task In other words the bridge waterway and instrument hardware characteristic information provides the inputs to the SMDF and the built in weighting factors will be used to determine the most appropriate moni
78. aracteristics with a higher score have a large influence on the instrument selection Figure 3 shows an example of a summary bar chart C 9 Bridge 6468 Abutment West Sensor Characteristics Comparison Float Out to Ideal Instrument Scores Instrument Characteristics Ideal Instrument W Float Out Figure 5 Example of a summary bar chart from Summary Charts worksheet Appendix A gives descriptions of each instrument characteristic and potential improvements to the instrument or installation if the selected instrument does not satisfy the instrument characteristic Using Appendix A the charts and working knowledge of the bridge site together gives the user the best information for making a final selection of fixed scour monitoring instrumentation The best selection may not be the highest scoring instrument in the SMDF 5 2 3 The Input Summaries worksheet The Input Summaries worksheet gives a printable summary of the data input into the SMDF and is used for selection of the fixed scour monitoring equipment This information can be reviewed to make sure that no mistakes were made during data entry See Figure 4 C 10 Input Data Report Date Common Bridge Data Bridge Number District Number High Water Elevation High Water Velocity Typical Water Elevation Lateral Migration Vertical Migration Flood Ratio Flood Frequency Upstream Debris Entrained Air Excessive Entrained Sedime
79. at is personnel from the hydraulics division instrumentation division and local transportation agency where the bridge is located should all contribute to the input of bridge information SMDF users will need to have working knowledge of Microsoft Excel 2 Software Version and Macro Security The SMDF is a Visual Basic for Applications VBA enabled workbook created using Microsoft Excel 2003 with Service Pack 3 the last version of Excel 2003 The SMDF runs in Excel 2002 and newer versions Users must change Excel s macro security settings to allow the macros in the SMDF to run Refer to Excel s help files for assistance 3 Overview of Scour Monitoring Decision Framework SMDF The SMDF workbook helps users select an appropriate type of fixed scour monitoring instrument based on easily accessible information about the bridge structure and stream It works by recommending a best match between available technologies and structural and environmental site conditions Although the SMDF recommends a best instrument for the bridge site it leaves the final decision to the user However the SMDF aims to provide as much information and illustrate potential issues to the user resulting in a reliable fixed scour monitoring system Eight primary fixed scour technologies were selected for inclusion in the SMDF Sonar Devices Manual Sliding Collar Automated Sliding Collar Tilt Vibration Sensors Sounding Rods Piezometric Films Time Domain Re
80. at out device s digital identification number to a data logger 4 2 Components The components include the sensor datalogger and telemetry and batteries 4 3 Power Requirements Less than 1W of intermittent DC power is required 4 4 Installation 4 4 1 Site Preparation 1 Determine location for burying the sensor 2 Find best location for telemetry 1f available and electronics enclosure 3 Auger the location for insertion of float out device 4 5 Cost The cost is 2 000 not including the cost of the datalogger C 70 5 Tilt Angle Vibration Sensor 5 1 Description Tilt and vibration sensors measure movement and rotation of the bridge itself The X Y tilt sensors or clinometers monitor the bridge position Should the bridge be subject to scour causing one of the support piers to settle one of the tilt sensors would detect the change A pair of tilt sensors install on the bridge piers One sensor senses rotation parallel to the direction of traffic the longitudinal direction of the bridge while the other senses rotation perpendicular to traffic usually parallel with the stream flow 5 2 Components The components include the clinometers or vibration sensors mounting hardware datalogger and telemetry and batteries 5 3 Power Requirements The unit requires 1 5W of continuous DC power for measurement and datalogging Supplying this is SAhr or better sealed gel cell batteries These are supported by a Campbell
81. ation difference may self augur or fail due to debris Personnel would require an innovative installation method for float outs The tilt meter requires some movement to detect failure which is unacceptable for this bridge site Protection of the sonar sensor and associated wiring from debris at this bridge location is critical The SMDF did not list any warnings about conditions that may cause atypical scour so the sensor should be set to interrogate the bed directly in front of the pier Telemetry use is warranted for the site because of the high ADT and good signal coverage Access for installation and maintenance will likely utilize both the bridge deck and boat 74 Bridge 07038 Overview Bridge 07038 is 25 miles southwest of Mankato in District 7 It is located on Trunk Highway 30 over the Blue Earth River Monitoring is necessary for 50 year flood events The stream is actively migrating There is a bend in the stream at the bridge location and the angle of attack and embankment angle are both about 30 degrees Furthermore files at the Mn DOT Hydraulic Office indicate that the site would be a good candidate for Iowa Vanes river training devices and fixed scour monitoring instrumentation The bridge has two solid piers with sloping abutments Both have footings and piling 65 Ws oi gt IN A d lt Imagery Date Jun 1 2003 743553 41 16 N 94 11 56 23 W Figure 7 14 Bridge 07038 aerial view from Google Earth Figur
82. aused many of the failures affiliated with the FHWA and NCHRP cooperative scour monitoring projects that occurred in the 1990 s After the initial installation these projects became the responsibility of the DOT s who usually lacked allotted funds for the continuation of these efforts Debris has also been a major problem for fixed scour instrumentation and has encouraged a trend in major technologies toward the use of float outs and tilt meters which are not susceptible to debris However it has been shown that careful installation and ongoing maintenance can make the other more common instruments more robust and resistant to the damaging effects of debris The overall approach by DOT s regarding fixed scour instrumentation is to use them only for short term monitoring until a more permanent solution can be implemented Other circumstances in which fixed scour monitoring has been used include e rapid river migration or bed degradation due to a head cutting e research on scour such as in Alaska and Vermont e verification of scour equations when they seem unreasonable such as in Nevada Overall installation is the easiest part of fixed scour monitoring For most types of monitoring systems this often takes one half to two days after the proper equipment and personnel are procured The costs associated with installations in riverine system typically range from 15 000 to 20 000 per instrument with telemetry 35 Minnesota Table 4
83. ay also be present in the line of sight of the sensor causing inaccurate readings 4 Free Standing Device This characteristic received little weighting because of the simplicity of the upstream profile of the column pier This is likely not to be an issue with sonar 5 Resistant to Ultraviolet Radiation If the sensor or wiring is susceptible to UV radiation they should be covered with UV resistant material 6 Vandal Resistant Vandalism should not be a major issue for this bridge site The bridge is located on a rural road with low ADT 7 Wireless Sensor Connection The wiring connecting the sonar sensor to the datalogger will likely also be in contact with debris Routing the connection along the front face requires a guard that protects against compressive forces Alternatively a connection running down the side of the pier will lessen the compressive forces but will be subject to shear forces 8 Long System Lifespan The sonar sensor setup will likely require maintenance for cleaning but programming protocol will be able to notify personnel when maintenance is required 9 Heavy Equipment Not Required for Sensor Maintenance This characteristic should not be a major issue for this bridge site The low ADT makes lane closure easy Final User Selection Overall the choice of sonar for this site is risky The amount of debris at this site is very high and may extend all the way to the bed making most of the instrument
84. basic configurations include local scour directly upstream of a pier aligned with the flow direction and the upstream toe of a sloping abutment For more complex geometries additional information is needed to determine the correct location to monitor 2 3 Instrument Specific Literature A major conclusion of NCHRP Report 396 is that no one monitoring system can be expected to work in every situation The sliding collar and sonar devices have seen the most usage in field installations due to the findings of NCHRP Report 396 Listed below are publications on other specific instrumentation Evaluation of Brisco Scour Monitors Authors Marks V J Sponsoring Organization Iowa Department of Transportation amp Federal Highway Administration Publication Date 1993 The Brisco monitor is a sliding rod device which measures scour using a sounding rod with a footplate The sounding rod is guided by a hollow cylinder mounted on the bridge structure Like the sliding collar this type of monitor can only record the history of the lowest bed elevation 6 Very poor results with the Brisco automated sliding rod system were reported The most severe problems were due to poor electronic sensing of the instrument position An enlarged footplate was needed due to penetration problems in sand beds The document suggests that sensor performance may improve in coarse bed streams however there has been little documented testing of the device Unders
85. bridge files located in the Bridge Data Folder pull down box or add a new bridge gt Click Add Bridge to enter a new bridge name number create a new file in the current directory and bring up the Overall Bridge Characteristics user form Figure 2 Overall Bridge Characteristics Bridge Identifiers Bridge Conditions High Water Elevation Ft Typical Water Elevation Ft High Water Approach Velocity ft s River Type Entrained Air Excessive Entrained Sediment Flow Type Upstream Tributary within 5 Main Channel Widths Downstream Mainstem within 2 Main Channel Widths Vertical Migration Local Curvature of Stream Using 2 Main Channel Widths Upstream and Downstream of Bridge degrees Lateral Migration 4 4 Main Channel to Floodplain Ratio Frequency of Overbank Flooding Upstream Debris Sources Update Apply amp Exit Figure 2 Overall bridge attributes user form The Overall Bridge Characteristics user form requests entry of all of the information relevant to the overall bridge site including information common to all foundations There are three tabs on the user form 1 Bridge Identifiers General information about the bridge site 1 e stream route number etc 2 Flow Conditions Information that pertains to the flow conditions near the bridge site Bridge Conditions Information that pertains to other non hydraulic factors that affe
86. cations Installation requires burying or driving rods into the bed The Pneumatic Scour Detection System Authors Mercado E J and J R Rao Conference Symposium on the Application of Geophysics to Engineering and Environmental Problems Conference Date April 2006 Laboratory design and a field installation in Oregon are documented This system has no moving parts and measures the rate of pressure decay in tubes initially pressurized The outlets are located at various depths in the water bed column next to a structure Outlets located in bed material exhibit much slower pressure decay times compared to those in the water column A field device was installed in June 1997 The total length of the sensor was 55 feet with 22 feet driven below the bed surface The instrument worked as expected at installation but water infiltration into tubes caused problems This was remedied with longer purge times Measurements require compressed air at the site Monitoring Bridge Scour with Buried Transmitters FHWA CA TL 95 16 Authors Winter Walter A Sponsoring Organization California Department of Transportation Publication Date 1995 Buried transmitters are essentially weighted tip switches buried at known elevations and activate when unburied by scour This report roughly outlines a method to wirelessly monitor buried transmitters which have a battery lifetime of at least five years Installation involves boring a hole and burying the sensors and a lo
87. cations of anticipated scour or critical failure The technique can measure an aggrading or eroding bed The sonar probe is usually mounted to the sub structure of a bridge and connected to a datalogger on the bridge deck NCHRP Report 396a discusses the applicability of this type of monitoring with regard to environmental and structural factors and follows with instructions on installation operation maintenance and data interpretation General fabrication drawings are given at the end of the report Magnetic sliding collars are collars that slide down a rod driven into the streambed The collar sits on the riverbed and as the local bed erodes the collar follows the bed This method of monitoring only measures maximum scour depth The system may be automated or read manually With the automated setup magnetic switches inside of the driven rod locate the collar and a datalogger records the collar s location In the manual setup a magnetic switch is lowered until it is triggered by the collar NCHRP Report 396b follows the same format as 396a by discussing the applicability installation operation maintenance and data interpretation of the magnetic sliding collar General fabrication drawings are also given at the end of the report Bridge Scour and Stream Instability Countermeasures Experience Selection and Design Guidance HEC 23 FHWA NHI 01 003 Authors Lagasse P F L W Zevenbergen J D Schall and P E Clopper Performing Organi
88. chnologies performance under field conditions The values within the Multiplier Matrices create the sensor evaluation The matrix values are determined from background research on technologies and bridge scour from test analysis on bridges and input from experienced bridge professionals Users are strongly advised NOT to change values within the Multiplier Matrix worksheet unless they understand the implications 5 3 2 The SMDF Computation worksheet This worksheet is where the calculations for the SMDF are performed Within this worksheet the input information for the bridge site and stream supplied by the user are compared against the available technologies The columns of the matrix are all the bridge and stream variables identified from the SMDF input Through the user input the SMDF turns certain columns on or off depending on relevancy to the foundation site This is done in the fourth row of the worksheet where a Boolean value 1 or 0 is assigned to each column from C4 to CR4 These Boolean values are then multiplied column wise by values in the Multiplier Matrices worksheet and the results are listed in the columns beneath each structure and stream characteristic Indicated rows within the SMDF Computation worksheet correspond to each of the instrument characteristics Each row representing an instrument characteristic in the SMDF Computation worksheet is summed and a cumulative value for all the bridge characteristics is
89. chnology SMT Oakland CA September 2008 Minnesota Department of Transportation 2008 Bridge Inspection Manual Version 1 7 Mn DOT St Paul MN Richardson E V and S R Davis 2001 Evaluating Scour at Bridges Hydraulic Engineering Circular 18 Fourth Edition FHWA NHI 01 001 Federal Highway Administration U S Department of Transportation Washington D C 96 Richardson E V 2002 Instruments to Measure and Monitor Bridge Scour First International Conference on Scour of Foundations College Station TX November 2002 Schall J D G R Price G A Fisher P F Lagasse and E V Richardson 1997a Sonar Scour Monitor Installation Operation and Fabrication Manual NCHRP Report 397A Transportation Research Board National Research Council National Academy Press Washington D C Schall J D G R Price G A Fisher P F Lagasse and E V Richardson 1997b Magnetic Sliding Collar Scour Monitor Installation Operation and Fabrication Manual NCHRP Report 397B Transportation Research Board National Research Council National Academy Press Washington D C Sutherland J A H Brampton C Obhrai S Dunn and R J S Whitehouse 2004 Understanding the Lowering of Beaches in Front of Coastal Defense Structures Phase 2 Technical Note CBS0726 04 HR Wallingford Ltd Howbery Park Wallingford UK Walker J F and P E Hughes 2005 Bridge Scour Monitoring Methods at Three Sites in Wisconsin Open File Repor
90. cs 1 Indirect Measurement The float out device needs installation at the elevation of critical scour or other scour elevation s of interest This is an intrinsic characteristic of the float out and cannot be mitigated 2 Measures Current Bed Level Although some instruments may be easily reset to measure another degradation cycle the float out requires reinstallation to measure another degradation cycle 3 Correct Operation Validation Currently float outs are powered devices that activate when they are uncovered by scour This makes validation of proper operation difficult Advancements in float out technology may result in float outs that may be pinged to determine if they are still operating correctly 4 Auger Not Required for Installation This is not an issue for the site since the float out may be manually buried beneath the riprap The focus for this installation will be to monitor the riprap installation rather than monitor the total depth of scour 5 Long System Lifespan Current float out technology uses batteries and thus have a limited lifespan This is an intrinsic characteristic of the float out but may change with advancements in technology such as tethered remotely powered float outs 6 Heavy Equipment Not Required for Maintenance The float out will likely be buried manually under the riprap so this will not be an issue In general these devices are low enough in cost such that abandonment of th
91. ct the installation and use of fixed scour monitors The program requires the user to enter all the information before selecting an instrument The three buttons at the bottom of the page have the following actions 1 Cancel Cancels any changes that have been made since the user form was loaded 2 Update Updates the information that has been changed but keeps the user form loaded This allows the user to see what fields are still highlighted and require additional information 3 Apply amp Exit Applies all the changes made in the user form and exits the user form On some inputs pop up balloons provide the user with additional information C 6 Click View Edit Common Bridge Data to load the user form for the currently selected bridge in the pull down menu This is the same form used when adding a bridge and will pull up any data that has been previously entered 5 1 3 Current Abutment or Pier This section is where the user selects either an abutment or pier of the bridge identified in the Current Bridge drop down box Due to major differences between instrumenting an abutment versus a pier there is a button for adding each foundation type gt Click Add Pier or Add Abutment to load the appropriate user form A prompt will ask for the name of the foundation and append a new foundation section to the current bridge file The foundation name should be an alphanumeric entry that best describes the foundation i e
92. d have the following characteristics 1 Representative of geometries and conditions found at most of the scour critical bridges in Minnesota UU pP Relatively high frequency of scour critical events to determine instrumentation success History or likelihood of problems due to scour Project support from district level personnel Funding available for installation maintenance After reviewing the files of the roughly 60 scour critical bridges in the state 12 bridges were chosen to be possibilities for further review and application of the completed SMDF The 12 bridges were further narrowed down to five for demonstration Locations and broad characteristics of the five bridges are located in tables 12 and 13 respectively Table 7 1 Selected bridges for SMDF demonstration i iud Waterway Feature District ee 6468 T H 56 Rose Creek 6 O Yes 6868 6869 Interstate 90 Cedar River 6 R Yes 07011 T H 14 Minnesota River 7 R Yes 07038 T H 30 Blue Earth River 7 R Yes 23015 T H 16 Root River 6 R Yes Table 7 2 Demonstration bridge characteristics ia ridge Important Characteristics Susceptible Structure umber 6468 District 6 Suggestion O Scour Stable Vertical Abutment Action Required 6868 Interstate System History of Scour 6869 Debris Likely District 6 Suggestion Column Pier 07011 50 70 Foot Tall Piers Spread Footings Solid Pier on Spread on Erodible Rock District 7 Sugges
93. dation These charts display the importance of the various critical instrument characteristics and if the user selected instrument satisfies each characteristic These charts should be used in concert with Appendix A of the User Manual to help determine if the characteristic is properly scored by the SMDF and give potential mitigation techniques for the unsatisfied characteristics The user may find that individual instrument characteristics are under or overrated by the SMDF depending on their more extensive knowledge of the bridge site and intuition The SMDF also returns warnings when the scour conditions are such that atypical scour will likely occur at the bridge site Typical scour occurs at the front of a pier and on the upstream edge of abutments These atypical situations and techniques for mitigation are discussed in Appendix A of the User s Manual For more detailed information on the Scour Monitoring Decision Framework the User Manual in Appendix C should be consulted 32 Chapter 7 Application of Scour Monitoring Decision Framework to Five Minnesota Bridge Sites A review of all scour critical bridges in the Mn DOT system was performed to determine the classifications and variability of scour critical bridge in Minnesota A secondary objective of this review was to find bridges that would make good candidates for demonstration of the Scour Monitoring Decision Framework SMDF resulting from this research project The bridges selecte
94. ded to make a final decision on the most effective deployment of a fixed scour monitoring system Datalogging and telemetry can be shared with the sensor used for monitoring pier scour 7 5 Bridge 23015 Overview Bridge 23015 is located 40 miles southeast of Rochester MN in District 6 It is located on Trunk Highway 16 crossing over the Root River Monitoring is necessary for a 100 year flood event The stream is actively migrating The bridge was one of three bridges outfitted with a sliding collar monitor as part of the fixed scour monitoring NCHRP report It has five pile bent piers but only two are in the main channel and are scour critical with the current bed cross section They have been retrofitted with concrete curtains 71 f 2010 Google f image USDA Farm Service Agency Imagery Date Jun 1 2003 43 47453195 N 91 48 07 61 W elev Ot B MD aa Figure 7 21 Bridge 23015 upstream pier profiles and debris Current Scour Countermeasures The abutments are both spillthrough and riprap was placed at the time of construction Only the north abutment is scour critical with the present bed cross section There is a history of large debris rafts forming on the upstream river reach and massive debris collection around the piers Debris damaged the sliding rod of the NCHRP installation and the instrument has since been removed The scour critical water surface elevation of the river is above the bottom of the pile cap supp
95. deployment This list of issues includes both those specific to a particular instrument and overall to the site First it compares the user input to instrument characteristics The second step of the decision framework compares the instrument characteristics to each of the instruments currently entered into the SMDF The instruments are then output according to their percentage format scores The framework calculates the percentage by normalizing each instrument s score to the score of a hypothetical ideal instrument that satisfies all of the instrument characteristics for the bridge site The user then selects an instrument and the SMDF illustrates the characteristics of that instrument in a bar graph This graph shows the importance of each characteristic and whether the selected instrument satisfies the characteristic This graph can be used with documentation in the user guide to determine possible mitigation techniques for weaknesses of the user selected instrument The SMDF was applied to five demonstration sites These sites ranged from a two lane single span bridge to an interstate bridge The bridges selected provide a wide range of situations to test the SMDF All of the bridges selected have a high likelihood for scour according to Mn DOT The results presented by the SMDF matched well with intuitive results and the framework successfully conveys site specific issues to the user through its output Work plans were developed for two of the d
96. dge 6868 pier 1 characteristic results sese 60 Figure 7 10 Bridge 07011 aerial view from Google Earth seen 62 Figure 7 11 Bridge 07011 upstream profiles of piers 3 through 6 sss 62 Figure 7 12 Bridge 07011 pier 4 results i ie eau lia inicias 63 Figure 7 13 Bridge 07011 pier 4 characteristic results e eise nietos 64 Figure 7 14 Bridge 07038 aerial view from Google Earth eee 66 Figure 7 15 Bridge 07038 upstream pier profiles Lat A epa eun 66 Figure 7 16 Bridge 07038 pier 1 results i oio on te e caesi toa fe o abe durus 67 Figure 7 17 Bridge 07038 pier 1 characteristic Tesults onec oot al ecptdi reete 68 Figure 7 18 Bridge 07038 west abutment results tee ela e redet e da oed pac anas 69 Figure 7 19 Bridge 07038 west abutment characteristic results eese 70 Figure 7 20 Bridge 23015 aerial view from Google Earth eee 12 Figure 7 21 Bridge 23015 upstream pier profiles and debris ooooocccnnccccnnccccnonccononnnonancnonananonns 12 Fisure 7 22 Bridge 23015 pier S results eoe ea eee dae 74 Figure 7 23 Bridge 23015 pier 5 characteristic results eene 74 Figure 7 24 Bridge 23015 north abutment results iiec te sett denas ate mec beude deus 76 Figure 7 25 Bridge 23015 north abutment characteristic results
97. dio reception at the site is required for this to be feasible Many bridges are instrumented to measure scour in the interim period before the structure is due to be replaced In these situations monitoring systems with a limited lifespan may become more attractive For example the limited lifespan due to battery life of wireless float out devices is unimportant if the bridge will be replaced before the device runs out of power Nearby flow monitoring may also affect scour monitoring instrumentation decisions The availability of remotely monitored flow conditions at a site decreases the need for constant scour monitoring and associated telemetry and may make simpler manually read scour monitors a viable option In addition the presence of instrumentation belonging to other agencies may ease data access costs by allowing for data collection by shared telemetry or manual readings Maintenance schedules may also be coordinated such that all equipment at a site may be checked and serviced during a single site visit 16 3 5 Bed Material Bed material may consist of sand clay or rock Besides being a fundamental variable of the scour processes bed material affects the selection of instrumentation For example a driven rod is difficult to install into a gravel bed stream 3 5 1 Surface Material Surface material affects the location of scour and rate of erosion around structures Surface material may also affect the depth of scour if bed armori
98. divers are available In addition they require beds that are easily erodible to submerge the instrument Since this installation method is easily affected by unknown subsurface material and may require heavy equipment it is assumed to best be avoided Negative Aspects None C 24 Potential Improvements for Non Applicable Instruments Another method of installation may be possible for these types of instruments 2 19 Pile Post Driver Not Required for Installation This is limited to instruments that do not require heavy driving into the riverbed That is instruments installed with a water air jet or are mounted above the bed Positive Aspects Pile post driving usually requires heavy equipment position to force the instrument into the bed In addition the subsurface material can impede the installation with this method although not as much as with air water jetting Therefore this method is assumed to best be avoided Negative Aspects None Potential Improvements for Non Applicable Instruments Overall this is definite characteristic of instrument and cannot be mitigated 2 20 Auger Not Required for Installation This is limited to instruments which may require an auger for installation This may be an alternate method to air water jetting for relatively delicate instruments It is also the primary installation method for float out devices Positive Aspects Auguring is best performed on dry riverbed where the auger may be ea
99. e 3 Find best location for solar panel mounting south side of bridge Eight person days and a power drill for concrete are required 6 5 Cost The cost is 7 000 not including the cost of the datalogger C 72 7 Piezo Film 7 1 Description A piezoelectric film sensor is a passive electric sensor that turns deformation into electric signal The device uses an array of film sensors to detect the location of the bed A buried sensor does not move and output a signal when unburied the sensor moves by the flow and outputs a small current Thus it can measure aggradation and degradation of surrounding soil These devices are typically very sensitive which can lead to false measurements in various environments 7 2 Components The components include piezoelectric film sensors mounting hardware datalogger and telemetry and batteries 7 3 Power Requirements The unit requires 1 5W of DC power for continuous measurement and datalogging Supplying this is SAhr or better sealed gel cell batteries Campbell SP5 L 5W solar panel of 72 squared inches or larger supports the batteries 7 4 Installation 7 4 1 Site Preparation 1 Determine location for burying the sensor 2 Find the best location for telemetry if available electronics enclosure 3 Identify cabling attach points Auger or dig the location for insertion of sensor device 7 5 Cost The cost is 1 000 not including the cost of the datalogger C 73 8 Time Doma
100. e It then has to be manually excavated to find the recorded scour depth The time domain reflectometers were reported to be the most useful instrument The initial investment for two time domain reflecotometers was 30 000 Hunt 2009 The scour monitoring is part of a larger bridge failure research project investigating increased velocities due to flow constriction by ice cover on the river and ice jam loading on the bridge pier during breakup Since river ice is a major focus of the Vermont study the top priority for equipment selection is low susceptibility to debris and ice damage The study started in 1990 and has funding through 2010 Zabilansky 1996 4 3 8 Texas The Texas DOT has an ongoing fixed scour monitoring program A research project with Texas A amp M University plans to install float out devices and tilt meters on a U S Highway 59 bridge over the Guadalupe River in March 2009 The float out devices are to be installed underwater This will be the first wet installation encountered in this literature review The results of this installation will be of interest to Minnesota regarding the use of float outs in perennial streams ETI Instrument Systems are a partner in the research project Float outs and tiltmeters were chosen for this installation because they are not susceptible to debris In 1994 other Texas scour monitoring sites used sonar and magnetic sliding collars These installations were performed in cooperation with th
101. e 7 15 Bridge 07038 upstream pier profiles Current Scour Countermeasures Both abutments have riprap in apparently good condition although the west bank had deep snow during the 12 22 2008 site visit Inner bank deposition from the stream curvature is burying some of the riprap on the downstream side of the east abutment Sediment deposition on the downstream edge of the pier is also visible indicating an angle of attack on the pier Type of Scour Scour at this bridge site is most likely due to bend scour and local scour at the piers and abutments 7 4 1 Data Entry Bridge Identifiers The Bridge Scour Action Plan provided the information for the Bridge Identifiers tab It also provided the high water elevation for the site 987 feet This corresponds to a 50 year flood The 10 23 2008 Underwater Inspection report stated that the water level at the time of the inspection was 970 1 feet This was entered as the typical water elevation The water velocity used in scour calculations was 5 ft sec 66 Flow Conditions The bridge site is located on an extreme bend on the river and the stream is actively moving at the bridge site Estimates of the main channel to floodplain ratio and frequency of overbank flooding were made using topographic maps Aerial photography shows the majority of the channel is lined with live trees and was used to find the local curvature at the site Bridge Conditions The bridge site is on the edge of digita
102. e FHWA through the FHWA Demonstration Project 97 Debris damaged the three sites using sonar and downloading data required personnel familiar with the system and system enclosures were difficult to access The magnetic sliding collar installation successfully tracked a 5 foot scour event Lagasse et al 1997 Monitoring the installations soon stopped due to the lack of operating knowledge of the system within the DOT Another sonar installation was performed on a bridge over Mustang Creek in 1998 Monitoring lasted less than 3 years The bridge had spread footings and has since been replaced That installation cost 12 000 with labor Hunt 2009 The overall experience of fixed scour monitoring in Texas has shown that a maintenance plan is necessary for a successful monitoring program and debris can be a major problem As a result the state has developed a preference for instrumentation not susceptible to debris such as tiltmeters and float out devices Experience in Texas also shows that redundancy of instrumentation may be necessary especially for float outs which currently have no method of communicating their functionality without being uncovered The geotechnical division of the Texas Department of Transportation is responsible for addressing bridge scour 4 3 9 Nevada The overall experience with fixed scour monitoring in Nevada has not been positive The state has essentially given up on fixed monitoring and prefers using countermeasures t
103. e compared to floodplain elevations would yield the best information However personnel familiar with the bridge should provide a good approximation Directions Broad Effect This input is related to debris Rivers that never have overbank flooding or flood frequently will likely have less debris as there is no significant source of debris in these two cases Use in SMDF Bridges over rivers with floodplains that are determined to contain large amounts of debris give higher score to instruments 1 resistant to debris damage 2 not exposed to debris 1 2 10 Upstream Debris Sources Definition The type of land use upstream determines the amount of debris that may collide with the bridge For example farmland is not likely to contain many large piece of debris The possible inputs are a None Farmland There are few trees or debris sources upstream b Dead Trees Dense forests that include dead or dying trees c Live Trees Sparse healthy trees are unlikely to become sources of debris Information Location A site visit and aerial photographs provide the best information for the amount or type of debris source upstream Intuition and familiarity with the area will also provide good estimates C 39 Directions The amount of trees as well as condition of the trees should be considered as well as the likelihood that the river will entrain them Broad Effect The type and amount of upstream debris sources provide
104. e of Contents Expected use ob Appendix Ds OS C 31 I Overall Bridge Characteristle S otestibese Ud eate teta misi a anGesc E EESE C 32 1 1 Bridge Identifiers auster NRI ER UR a EE EEEE AE E E EE EERE C 33 1 1 1 B dee NUDE I totius atus a fidei rut ipae Posee e bino da M od Ra AS C 33 1 1 2 Mn DOT District esnea oesi a C 33 1 1 3 Route Nube A da C 33 1 1 4 S an cepte rion ec weaken cts da cetacean Les ode eder ance ee pois ed C 33 1 1 5 COM ni liada C 33 1 1 6 o O C 33 1 2 Plow COBUOIBODnS S eoa op ta be e e nte ei ee ten C 34 1 2 1 High Water Elevation sintiendo C 34 1 2 2 High Water Approach Velocity 15 5 ni adi s C 34 1 2 3 Typical Water EIevatTona ess C 34 1 2 4 River EDESA A a eens Res C 35 1 2 5 IN O C 36 1 2 6 Lateral Migration ui ida C 37 1 2 7 Vertical Mieta ohiei ea A a C 37 1 2 8 Main Channel to Floodplain Ratio eese C 38 1 2 9 Frequency of Overbank Flooding ooococcnccccnonccononcnononanononcnnnonaconnncnnnnnccnnnnccnnnos C 39 1 2 10 Upstream Debris SOULCES iie ctas siatie testate ita Mete C 39 1 2 11 Entraied E Vi iii C 40 1 512 Excessive Entrada C 41 A A E C 41 1 2 14 Downstream Mainstem aiii iii la lira C 42 1215 L cal AA A ad does Me penal oe C 42 1 3 Bdge CondioBs s veo oiseau Re aep an er te i a hee e sue ae tuo eae ec re RE C 44 1 3 1 Pedestrian Path i eee alta ica C 44 1 3 2 iia ca IU o t C 44 1 3 3 Avetage Daily Traffic ooa e a Bo Een C 45 1 3 4 Bridge Replacement Sched
105. e old float out and installation of a new one may be the most cost effective strategy 7 Equipment Simplicity The wireless communication used by float outs is complicated and attenuation of the signal by water and soil may become an issue for the device Advancements of tethered float outs may simplify the equipment Final User Selection The two most important characteristics not satisfied are likely not an issue if the float outs are manually buried beneath the riprap This suggests that float outs are the best candidate for monitoring the toe of this spillthrough abutment The datalogging and telemetry for the abutment could easily be provided by the same equipment used for monitoring the pier providing a complete system for monitoring scour at the bridge 7 6 Overview of Application to Bridges The following table lists the five bridges for SMDF application The important conditions of each bridge are shown along with the final instrument chosen after reviewing the SMDF results 77 Table 7 3 Summary of bridges for SMDF application and respective user selected instrumentation Number District Characteristics Instrumentation Structures Plan Single span Bridge Likely Require Low 2 Vertical Failure Due to Loss Cost Sensor Abutments of Approach Panel Uninstrumented Footing On ADT 2300 Float Outs Timber Piling Interstate System History of Scour Downstream Check Dam ADT 36 000 70 Foot Tall Piers Spread Footings on
106. e site Pier 4 Information The piers on the bridge are set at an angle aligned with the direction of the river The Underwater Inspection Report noted that one foot diameter logs were found lodged against the pier indicating large debris accumulation is an issue at this site The Bridge Scour Action Plan provided the deck elevation top of footing elevation and critical scour elevation Pictures show the lateral offset of the hammerhead type piers retract more than 7 feet from the deck of the bridge Bridge plans indicate the footing extension to be approximately 2 feet from the front edge of the pier The underwater report noted that the bed around pier 4 was silty sand so sand was chosen as the bed material for both piers entered Bedrock was entered as the subsurface material 7 3 2 Results The following figures show the SMDF Report and Summary Chart for pier 4 The bed at this pier is typically underwater The bed at pier 5 is typically above the water level Otherwise the piers are similar SMDF Results The following figures show the SMDF Report and Summary Chart for pier 4 Pier 4 Score Percent Score Cost 76 6000 Datalogger lt lt lt Sensor Selected 73 2000 Datalogger Time Domain Reflectometry 71 3 650 Datalogger Sounding Rods 71 7 000 PSDS 70 Datalogger Automatic Sliding Collar 69 4100 Datalogger Piezoelectric Film 68 1000 Datalogger Manual Sliding Collar 58 2 500 Tilt Angle Vibration Sensors 56
107. e site is on the edge of digital cellular coverage Pier 5 Information The two piers are considered solid piers because of the installed curtains between the pile bents Aerial photographs indicate the angle of attack is near zero The bottom of the piling is entered as the footing elevation The Underwater Inspection gives typical bed levels and the Bridge Scour Action Plan provided the remaining elevations The bed material at both piers is sand Pier 4 was listed as having a small amount of accumulation and pier 5 was listed as having large debris accumulation as explained in the Underwater Inspection North Abutment Information The north abutment is a spillthrough abutment The Bridge Scour Action Plan provided the deck elevation and the typical bed elevation was estimated from figures in the Underwater Bridge Inspection report The bed elevation used was the elevation of the toe of the abutment where the riprap ends The debris accumulation in this area was assumed large because of the large amount of accumulation that has occurred on the nearby pier 5 The local streambed was assumed sandy Riprap is the countermeasure and is in the same condition as installed 7 5 2 Results The following figures show the SMDF Report and Summary Chart for pier 5 and the north abutment Both of these foundations have large debris problems that are the primary characteristic for choosing fixed scour monitoring instrumentation The bed at pier 5 is typically
108. emonstration sites This portion of the project illustrates the next steps if deployment of a site is further investigated The work plans include example drawings of equipment installation and items required for installation along with pricing The total costs for each of the two installations are estimated to be 30 100 and 37 100 Both work plans involve installation of two sonar devices each monitoring a single pier The more expensive installation includes float out devices for monitoring an abutment These costs include significant labor costs associated with personnel hours for initial sensor setup and programming These costs will go down in similar systems installed later because the programming will be reusable The installation costs match well with other estimates for these types of instruments Yearly maintenance is estimated to be 2 200 The first year likely will incur more costs as unforeseen issues with the installations are solved In conclusion the Scour Monitoring Decision Framework should be able to help engineers when selecting or investigating the possibility of using fixed scour monitoring on a bridge site The engineers should gain insight into site specific issues for each bridge from both the output of the framework as well as the process of entering the necessary input The results are intuitive and determine the most critical characteristics of each site In addition the SMDF provides warnings for situations where atypica
109. enance issues can range from 100 to 4000 depending on the severity of the problem 8 1 8 Total Costs The total cost of the system components is 14 120 The cost for the first system construction and programming is 11 000 assuming wages of 60 hour The total cost for system construction is then 25 200 dollars This excludes installation costs which is approximately 5 000 with a dive team The monthly cellular plan and the yearly evaluation would come to 1200 year Unplanned maintenance is usually very high for fixed scour monitoring so an estimate for the first year would likely be about 5 000 and decreasing to about 1 000 for following years 8 1 9 Additional Design Details The sensors are placed below the expected ice line during winter months to prevent problems due to freezing This offers uninterrupted readings as well as preventing the sensor from freezing into the ice If ice is determined to develop below the elevation of the sensors they will have to be relocated The location of the datalogger enclosure requires additional examination The current location partially hidden behind the barrier is a compromise between ease of access by the administrator and by vandals The suggested location allows access to the datalogger enclosure without heavy equipment If vandalism prevention is determined to be important the enclosure should be located under the bridge deck or replaced with a more robust and secure alternative If va
110. ently popular rechargeable battery chemistries include Ni MH and Li Ion both having limitations for cold weather operation Li Ion technology can have better energy density but may have additional limitations on charging and discharging rates The duty cycle is the fraction of time that a device is active By reducing the duty cycle often by reducing the measurement rate average system power consumption can be reduced The disadvantage of a low duty cycle is slower measurement rate or temporal resolution and or slower system response time 52 5 Installation Installation of fixed scour monitors requires both personnel and equipment The various types of instruments have different methods and complexities of installation Relevant characteristics regarding installation are listed below 1 Personnel a Person hours b Qualifications 2 Equipment a Water Air Jet b Pile Driver c Auger These characteristics quantify the level of effort associated with the installation of system components in person hours and the types of qualifications required of installation personnel Most instruments require 16 to 64 person hours for installation The large 45 spread depends mostly on how many people are required for the installation Qualifications refer to what types of personnel are required on the site during installation In most cases an instrumentation engineer would be required to complete the installation and check for proper operation
111. ents 1 compatible with dataloggers which may then used telemetry 1 3 9 Available Utility Power Definition This is the presence of AC power hardwired to the bridge site and provided by a utility This option allows for much higher power usage as compared to monitoring systems restricted to power limits of a solar panel Information Location Personnel familiar with the bridge site should know if power is available Directions The bridge should have a power drop from high voltage carrier wires This may be an additional initial expense if a power drop needs to be performed by a power utility C 48 Broad Effect Locations with access to AC power are much less restricted with respect to power usage Some instruments require more power than solar panels can provide Use in SMDF Bridges with access to AC utility power have no effect on the SMDF 2 Pier Abutment Foundation These inputs are relevant to individual foundations Where applicable they are combined with information from the overall bridge information and used to select the best instrument for a given bridge foundation 2 1 1 Description Definition This is the description written by the user to identify the correct bridge foundation It may be any string of characters and may include foundation type number or direction Any other additional clarifications may be entered here Information Location Directions Broad Effect The description helps current users a
112. epth indicator may be able to added sliding collar to capture another scour event 2 4 Measurement Range Greater Than 10 Feet This indicates the range over which the instrument can measure Most installations will require ranges above 10 feet as the bed level at installation is usually more than 10 feet above the scour critical elevation Positive Aspects The full range of scour can be measured if the range is greater than 10 feet Negative Aspects None Potential Improvements for Non Applicable Instruments Instruments that do not satisfy this characteristic are normally instrumented rods The potential for instrument redesign may exist or multiple instruments may be installed at a single location to measure grater ranges 2 5 Correct Operation Validation This indicates that validation can be performed to ensure the device is working properly The main issue here is that deployed instruments below the surface cannot be checked without unburying them Instruments that record the current scour depth are easily validated by periodic soundings instruments that measure the lowest level of scour C 19 encountered are also assumed to be able to be validated as jamming will be found during a sounding Positive Aspects The instrument can be seen as much more trustworthy if correct operation may be validated Negative Aspects None Potential Improvements for Non Applicable Instruments Overall this is definite characteristic o
113. er consumed generated by system components Current mA Hours Day Active Quiescent Active Quiescent Device Solar Panel SP20 CR1000 Cellular Modem Sonar Sensor x2 Water Level Pressure Sensor The solar panel would provide 5 95 A hr day during winter months and the system would consume 0 42 A hr day Campbell Scientific recommends 336 hours or 14 days of reserve time This amounts to 5 9 A hr less than the 7 5 A hr provided by the PS100 battery pack regulator Power to the cellular modem and both sonar sensors is controlled by the internal switched 12 volt source in the CR1000 datalogger and the external SW12V switched 12 volt source purchased from Campbell Scientific respectively All three sensors would use RS 232 protocol unless problems arose with the long transmission lines especially the line extending to pier five Other protocols allowing longer wire lengths would be evaluated if a problem arose with the serial communication System testing will be performed using all of the equipment to be installed including actual wire lengths Installation preparation will require gathering all materials needed for installation including the instrumentation system conduit and clamps for attaching the conduit to the bridge site Every step of the installation requires detailed planning so that work at the site can be completed efficiently The estimate of time required for system construction and programmin
114. er selects the most appropriate instrument Further information is provided to the user on the strengths and weaknesses of the instruments As with any engineering tool the user is responsible for proper use of the results The SMDF was demonstrated on five sites providing a wide range of issues with fixed scour monitoring typical in Minnesota After entering data from the five demonstration sites the program produced results intuitive to those familiar with fixed scour monitoring practices and the sites The program also successfully provided information for potential problem mitigation for the user selected instrument Lastly the SMDF successfully determined if the sites were susceptible to atypical scour The work plans provide enough information that instrumentation of the two sites can be pursued 94 Chapter 10 Recommendations for Future Research in Fixed Scour Monitoring Four recommendations for further research are listed below 1 Continued new deployments of fixed scour monitors Installation of new systems is obviously the best way to determine what hardware and techniques work best for fixed scour monitoring However it is important to be up to date on current practices as to not repeat previous mistakes Additionally any deployed fixed scour monitors should be documented well and made available to other DOT s for reference For the state of Minnesota this may start with the deployment of the systems listed in the work plan
115. eria are based on insights gained by the NCHRP research team while studying and installing various scour monitoring technologies and included Mandatory criteria Capability for installation on or near a bridge pier or abutment Ability to measure maximum scour depth within an accuracy of 1 ft Ability to obtain scour depth readings from above water or from a remote site Operable during storm and flood conditions Desirable criteria e Capability to be installed on most existing bridges or during construction of new bridges e Capability to operate in a range of flow conditions e Capability to withstand ice and debris e Relatively low cost e Vandal resistant e Operable and maintainable by highway maintenance personnel In the NCHRP studies both the sonar and sliding collar instruments met all of the mandatory criteria and most of the desirable criteria Most of the other devices tested met the same requirements but were not as thoroughly tested Selection of a fixed scour monitoring technology should be based on site specific conditions In NCHRP Report 396 the authors conclude that no single methodology or instrument for measuring scour at bridge piers and abutments can be used to solve the scour measuring problems for all situations encountered in the field Lagasse et al 1997 p 84 In addition one of the suggestions for further study is to provide better guidance for the selection of appropriate instrumentation for site s
116. ev Bridge Replacement Local Flow Monitoring Elev Top of Footing Critical Scour Elev Footing Ext Embankment Angle Abutment Projection Stream Bed Conditions Bed Material Scour Characterization Bed Material Type Contraction Depth Cobbles Present Bend Upstream Bedforms Type Depth Subsurface Material Location Type Extending Sf eet Below Critical Elev Pressure Flow Depth Cobbles Present Confluence Buried Debris Structure Depth Countermeasures Location Countermeasure Type Local Installation Location Pier Depth Countermeasure Condition Abutment Depth Location Figure B 3 Stream bed condition attributes B 3 Appendix C Scour Monitoring Decision Framework User Manual Bridge Scour Monitoring Technologies Development of Evaluation and Selection Protocols for Application on River Bridges in Minnesota Scour Monitoring Decision Framework User Guide Prepared by Matthew Lueker Jeff Marr Chris Ellis St Anthony Falls Laboratory University of Minnesota Vincent Winsted Shankar Reddy Akula Department of Electrical amp Computer Engineering and Technology Minnesota State University Mankato January 2010 This report represents the results of research conducted by the authors and does not necessarily represent the views or policies of the Minnesota Department of Transportation and or the Center for Transportation Studies This report does not contain a standard or specified technique
117. f instrument and cannot be mitigated However instrument redesign may be possible to obtain proper operation validation 2 6 Instrument Not Exposed to Ice Debris This indicates that the sensor is not exposed to debris This may mean that the sensor is located far down by the bed in the bed or above the water line Positive Aspects Sensors that are not exposed to debris cannot be damaged by debris Negative Aspects None Potential Improvements for Non Applicable Instruments Instruments that are exposed to debris can generally be strengthened using metal guards to mitigate damage due to debris This is especially true for instruments that are mounted on the bridge structure Additionally portions of the instrument that are exposed to debris may be able to be relocated to les debris prone locations An example is locating conduits wires on the downstream sides on piers 2 7 Instrument Resistant to Ice Debris Damage This indicates that the instrument is robust with respect to debris This is similar to ruggedness Positive Aspects Instruments that are robust with respect to debris are less affected by debris Negative Aspects None Potential Improvements for Non Applicable Instruments Instruments that are not resistant to debris can generally be strengthened using additional supports or mass to the instrument An example is welding additional members to the guide sleeve for a sounding rod C 20 2 8 Sensor Insensitive to E
118. flectometry Pneumatic Scour Detection System Proprietary Each of these technologies is described by a set of characteristics such as measurement method susceptibility to debris damage etc summarized in Appendix A C 3 The SMDF examines one bridge at a time but considers multiple locations of scour monitoring at the bridge site A data file is created for each bridge but data entry and results from different bridges are quickly accessible by entering the proper file path and a pull down menu The SMDF provides a full range of information and potential issues and a final recommendation of the best instrument for the bridge site 4 Definition of SMDF Worksheets The SMDF xls workbook includes four worksheet types 1 SMDF Input green tab indicates the worksheet requiring user input SMDF Output red tabs indicate worksheets containing SMDF output 3 SMDF Computation blue tabs indicate where SMDF calculations are performed Uneditable area 4 Admin notes white tab indicates the worksheet where administrative comments are stored for user reference 4 1 SMDF Input green tab The SMDF Input worksheet green tab is the first step in using the SMDF where the user inputs structural and environmental information about the site such as bed substrate estimates of debris loading depth and flow information etc 4 2 SMODF Output red tabs The SMDF Output worksheets red tabs are where the program uses SMDF compu
119. for its help updating the project team on bridge design and conveying real world situations and concerns that affected the result of this project This includes Andrea Hendrickson Lisa Sayler Petra DeWall Bonnie Peterson and Nicole Danielson Bartelt We would also like to thank Eric Evens and Scott Morgan of the Rochester and Mankato Mn DOT districts respectively for giving insights into scour monitoring at the field level Their advice led to better understanding of problems involved in scour monitoring and issues that are critical for the success of scour monitoring We also thank the rest of the members of the technical advisory panel Leonard Palek and Jennifer Zink and our administrative liaison Shirlee Sherkow Finally we would like to thank the manufacturers for their time explaining products to the research team and other state agencies that provided their views methods and experiences with regard to fixed scour monitoring devices Table of Contents Chapterd ntroducthon esnean e e ee 1 Chapter 2 LAR o dt e tds 2 2 1 INTO duct ON PEE EE A T d 2 1 1 FHWA Literature Specific to Fixed Scour Monitoring eese 2 22 FHWA Literature Specific to Stream Stability and Scour at Waterway Crossings 5 2 3 Instrument Specine Literature cava as eio dob eee endear bad bipes ands 6 2 4 Implementation of Fixed Scour Monitoring ccoocccooccnoncnonenanononnnonnonononnn nono ccoo cnn ene 8 2 5 Ongoing Research at
120. g pertains to the initial system If similar systems are constructed the first system and program will act as a template and costs associated with this task will drop dramatically 8 1 7 System Maintenance System maintenance is difficult to estimate especially with the deployment of a new system Maintenance is the most underestimated cost of fixed scour monitoring system deployment The following table lists the likely maintenance items 84 Table 8 7 Estimated maintenance costs and hours Equipment Cost 0 60 Frequency Description Lane Closure Boat Access to Sensors Monthly Cost for Cellular Plan Unplanned Varies Remote Reprogramming to Maintenance Hardware Replacement System Evaluation Yearly Cellular Plan Monthly 0 to 3000 A yearly system evaluation will need to be performed to make sure that all of the components are working correctly This would most likely include a visual inspection of the system and an in depth analysis of the data collected to check for irregularities that have passed the error trapping features of the datalogger program and database management software The cellular modem requires a data plan from the provider that will have a fixed cost per month Unplanned maintenance may result from system failure vandalism damage from debris or other unknown causes The costs can vary from time for system reprogramming to sensor replacement The resulting cost for these maint
121. ger via radios and antennas With wired sensors the connection often crosses the water surface making it susceptible to debris damage Wherever possible cables should be routed out of the way of debris and protected with some strong structure such as a pipe If a wireless connection to the sensor is employed batteries are usually required to power the sensor and affect the lifespan and maintenance of such a setup If a wired connection to the sensor is used the connection to the datalogger should be analyzed for exposure and susceptibility to ice and debris As with the sensors the wiring can be strengthened encased in conduit and routed in a way to avoid damage due to debris and vandalism The signal passing between the sensor and the datalogger can be either analog or digital depending on the sensor type These options usually result in only minor differences in system capability associated mainly with power and dataloggers functionality and programming requirements Simple switch closures used in automatic magnetic sliding collars for example are read as analog signals Sensors with onboard microprocessors often output a serial digital protocol such as RS 232 but may also be capable of outputting an analog signal proportional to scour depth The ability of a single datalogger to process and store data from multiple sensors is advantageous when more than one location of scour is being monitored 5 2 3 Datalogger Personnel Interface
122. grams ongoing research or the use of new technologies 4 3 1 Wisconsin Conditions in Wisconsin are very similar to those in Minnesota so their experiences with fixed scour monitoring installations are very applicable to Minnesota waterways Although the Wisconsin DOT WisDOT has little experience with fixed scour monitoring the USGS in Wisconsin has installed and operated three scour monitoring sites with fixed equipment Two of these sites utilized sonar with cellular modem telemetry The third is a fixed drop wire mechanism that requires personnel to operate Walker and Hughes 2005 The drop wire instrument is better suited for long term degradation measurements The program was used to test monitoring methods The researchers used sonar because of its ability to continuously monitor and download data easily The sonar used was a moderately priced smart sensor A 2001 estimate of the installation of a similar system using preexisting telemetry from a USGS stage sensor was 15 000 to 20 000 The first bridge with sonar probes installed had corrugated metal encased timber piles The bridge has since been replaced but ice damaged the instrument twice during monitoring The second bridge site has a sharp nosed column pier Small C channels welded onto the steel nose of the pier provide support for the conduit run from the sensor to the data logger The system was installed in 2000 and there was no debris damage as of 2005 Riprap protects the p
123. h as river type long term channel migration the presence of upstream or downstream tributaries debris loading and channel curvature at the bridge location 3 2 1 Local Bridge Hydraulics Local bridge hydraulics describes the flow that moves bed material during the scour process Water depth and velocity are the two most important characteristics of this flow with regard to local scour Generally as the depth decreases and approach velocity increases the flow becomes more turbulent when encountering an obstruction This in turn increases vortices and bed scouring Depth and velocity also affect other hydraulic aspects of a bridge site besides local scour The water depth relative to the bridge geometry can have significant effects If the water surface rises above the low chord of the bridge the additional component of a plunging pressure flow can deepen the maximum scour depth and drag debris deeper into the flow High water velocities produce significant drag forces on fixed monitoring related structures Among other effects 10 these forces may cause removal or flow induced vibrations of instrumentation resulting in monitoring system failure The amount of entrained air and debris in the flow are examples of other characteristics that affect the use of fixed scour monitoring instrumentation Sonar does not work in bubbly flows and debris in the water may also have adverse affects on sonar and other types of instrumentation 3 2 2 Ri
124. hannel of the waterway If there is more than one susceptible pier it may be beneficial to determine whether one pier can serve as an indicator of the scour condition of other piers or is much more scour susceptible than the others As an example one pier calculated to fail during a 100 year flood event should be monitored while monitoring a second pier on the same bridge calculated to fail during a 500 year flood may not be required The final pier characteristic of interest is the angle of attack i e the angle at which the pier is misaligned to the incoming flow of the river An angle of attack of zero results in the least amount of scour depth for all piers The additional currents at a pier created by a non zero angle of attack usually result in much deeper scour holes and locations of scour not typical of aligned pier scour Typical scour in non cohesive material with flows aligned with the pier occurs at the upstream edge and to a lesser degree on the side of the pier The deepest scour on piers with a non zero angle of attack can occur on the sides of the pier The angle of attack can vary with discharge and other hydraulic conditions 14 Local Datum Elevation Bridge Deck Elevation of Top Angle BE Elevation of Bottom Angle Deck Extension Approach High Water Elevation YY Flow ee Typical Water Elevation Typical Bed Elevation Footing Exe on Pet dur ij Elevation Top of ae n 7 Footing Thickness 4
125. haracteristics into the program Figure 1 shows a screen shot of the SMDF Input worksheet tab nitoring Reports DocumentsiTask 515MDF FilesiSMDF Y_20 with Bridge Data Bridge Files Add Bridge View Edit Common Bridae Date Abutment East REN View Edit Foundation Specific Data Add Abutment Delete Currently Selected Foundation 1 4 5 6 8 9 10 11 16 19 20 22 23 25 26 28 29 30 32 33 34 35 36 38 39 40 41 Figure 1 SMDF Input tab The four major components required to begin the evaluation are listed below 5 1 1 Bridge Data Folder All of the input values and controls in this worksheet refer to comma separated value CSV files located in the Bridge Data Folder directory The user may change the directory by double clicking the textbox and manually entering the full directory path It is important that any file to be viewed or changed needs to be in this file directory The user must check the file path and if needed manually change it at the start of every new project Cutting and pasting the file path is recommended since browsing is not available To delete a bridge site users must manually delete the file from the directory outside of the SMDF program Once the root directory is set the user is ready to begin entering bridge and site information 5 1 2 Current Bridge Here the user can change between existing
126. hat do not require such high levels of maintenance In 1997 the Nevada DOT installed four instruments to monitor bridge scour in anticipation of the expected effects of El Nifio Most of the bridges 33 instrumented were located in washes dry streams that fill only during storms The instrumentation included sonar and float outs Crews buried float out devices both around piers and beneath riprap a technique that may be useful for Minnesota abutments Burying a float out in riprap is straightforward The monitors recorded no major scour events The equipment experienced numerous problems including false warnings from the sonar probes vandalism of dataloggers and solar panel theft System maintenance continued until about 2002 when the float out batteries were due to run out of power ETI Instrument Systems provided the instrumentation The Nevada DOT installed a piezoelectric device on the Truckee River as part of a larger seismic recovery project The Truckee is a cobble bed river and crews buried the driven rod device while refilling a hole associated with the project No data collection occurred during the first event following the installation because debris broke the conduit containing the instrumentation wires No other large events have occurred since the system was repaired and strengthened The intention of this installation was to assess the accuracy of scour calculations The calculated results predict scour that is deeper than otherwise
127. he float out indicating that it s resistant to debris hazards outweighs the requirements for an auger during installation difficulty of access short ten year lifespan and lack of operation validation Appendix A of the User s Manual provides more information and potential methods for mitigation of the unsatisfied characteristics 56 1 Indirect Measurement The float out device needs installation at the elevation of critical scour or other scour elevation s of interest This is an intrinsic characteristic of the float out and cannot be mitigated 2 Measures Current Bed Level Although some instruments may be reset to measure another degradation cycle the float out requires reinstallation 3 Correct Operation Validation Currently float outs are powered devices that activate when they are uncovered by scour This makes validation of proper operation difficult Advancements in float out technology may result in float outs that may be pinged to determine if they are still operating correctly 4 Auger Not Required for Installation The only mitigation technique for float outs with regard to installation is placing the float outs underneath scour protection such as riprap Since this site has only sand around its foundation this is not an option 5 Long System Lifespan Current float out technology uses batteries and has a limited lifespan This is an intrinsic characteristic of currently available float outs but may change
128. he main channel Figures 4 6 and 4 7 show the plans and the installed instrument respectively Since the bridge has pile bent piers conduit bends were not necessary for the installation However buried objects interfered with the driving process and ended driving prematurely at a depth of 7 feet The total length of the conduit was 43 feet Some of the conduit was not supported by the pier pile particularly in the region of floodwater surface elevations Floating debris bent the conduit within 6 months of the installation Lagasse et al 1997 A reading taken December 1993 indicated that the collar had dropped 0 8 feet however this reading was likely erroneous as the result of the bent conduit By 1996 debris had further damaged the monitor and the district had discontinued readings Photos show that the instrument was still on the bridge as of 2000 but the instrument was no longer there during a December 2008 visit affiliated with the current Minnesota project 26 Minn Bridge 183015 Mc Pont TITS AIR rigid conduit haci Poat Pier Connection isee enlarged sketch Instrument to be drives paratiet to botter of pier Stan less Steel Condui Figure 4 6 Profile view of Bridge 23015 installation Figure 4 7 Installed manual sliding collar monitor on Bridge 23015 with debris damage 4 2 3 Bridge 9003 Bridge 9003 on T H 76 crosses the Root River in Houston MN in District 6 The current rating is N
129. he velocity at the bridge and raises the water level Curvature was estimated to be about 10 degrees by drawing lines on an aerial photo and determining the angle between them Bridge Conditions The Bridge Inventory lists an average daily traffic of 2300 vehicles and the bridge is not due for replacement within the next 10 years It is located about one hour from the Mn DOT District 6 offices in Rochester and has a mild difficulty for lane closure Digital cellular maps indicate that the area has cellular service West Abutment Information The foundations are both vertical abutments with elevation information taken from the Bridge Scour Action Plan The typical bed elevation was estimated to be 1232 feet 3 feet below the estimated typical water level The bed of the river was assumed sandy throughout the bed This information was verified with information from the central Mn DOT Bridge Office The bridge site plans indicated that the abutments were placed on timber footings The Bridge Scour Action Plan lists the scour critical elevation as the same elevation as the bottom of the foundation The failure mode of this structure is settlement or loss of the approach embankment fill 7 1 2 Results SMDF Output The following figures show the SMDF Report and Summary Chart for the west abutment 55 Abutment West West Abutment Sensor Type Score Percent Score Cost Float Out 76 2000 Datalogger lt lt lt Sensor Selected Sonar 75 600
130. his pipe A suggested parts list for this portion of the system is listed in the following table 81 Table 8 3 Datalogger enclosure components for Bridge 07011 Supplier Cost ltem Quantity Campbell Scientific Campbell Scientific Campbell Scientific Campbell Scientific 9 pin to RS232 includes rs Campbell 232 Cable Scientific Campbell Scientific Campbell Scientific Campbell Scientific Campbell Surge Suppressor Kit Scientific for 900 or 922MHz Campbell COAXNTN L Antenna Scientific Cable RG8 1 1 2 by 3 Datalogger CR1000 Battery Pack Regulator PS100 Solar Panel SP20 Verizon Cellular Modem RAVENXTV SC 105 Cellular Antenna Yagi PN14454 Enclosure EN12 14 Enclosure Mount MM Mounting Option Surge Protector Antenna Cable Stainless Steel Mounting Pipe Attach Mounting Pipe to Concrete Guard Rail SW12V Custom Pipe Mount Campbell External 12 V Switch Scientific The datalogger battery pack regulator modem and surge protector are all mounted in the enclosure The solar panel is positioned facing south at an angle of about 55 degrees from horizontal The antenna is directional and will need adjusting on site to optimize cellular signal reception The mount connecting the pipe to the guard barrier is custom made 8 1 5 Installation Installation of the equipment will require appropriate lane closure and a snooper under bridge i
131. html 16 Abstract Limit 250 words Bridge failure or loss of structural integrity can result from scour of riverbed sediment near bridge abutments or piers during high flow events in rivers In the past 20 years several methods of monitoring bridge scour have been developed spanning a range of measurement approaches complexities costs robustness and measurement resolutions This project brings together the expertise of Minnesota Department of Transportation Mn DOT bridge engineers and researchers university hydraulic and electrical engineers field staff and inspectors to take the first steps toward development of robust scour monitoring for Minnesota river bridges The team worked with Mn DOT engineers to identify variables of scour critical bridges that affect the application of scour monitoring technology The research team will used this information to develop a Scour Monitoring Decision Framework SMDF that will aid Mn DOT in selecting the best technologies for specific sites The final component of the project will involve testing the SMDF on five bridges in a case study type demonstration work plans for two of the sites were developed for demonstration of deployed instrumentation 17 Document Analysis Descriptors 18 Availability Statement Scour Bridge Monitoring Remote Stream instability Streams No restrictions Document available from Decision support systems Decision framework National Technical Information Services
132. ices are rated higher than the float out due to their ability to measure the elevation of scour rather than indicating if scour has reached a certain elevation The ability to measure current elevation is desirable due to the complexity of the scour conditions at the bridge site Appendix A of the User s Manual provides more information and potential methods for mitigation of the unsatisfied characteristics 1 Indirect Measurement The float out device needs installation at the elevation of critical scour or other scour elevation s of interest This is an intrinsic characteristic of the float out and cannot be mitigated 2 Measures Current Bed Level Although some instruments may be easily reset to measure another degradation cycle the float out requires reinstallation to measure another degradation cycle 3 Correct Operation Validation Currently float outs are powered devices that activate when they are uncovered by scour This makes validation of proper operation difficult Advancements in float out technology may result in float outs that may be pinged to determine if they are still operating correctly 70 4 Auger Not Required for Installation The only mitigation technique for float outs with regard to installation is placing the float outs underneath scour protection such as riprap Since this site has riprap buried in river sediment installation will be difficult The float outs may be placed further up the slope whe
133. ier so no bed level changes during flood events have been recorded However the signal becomes noisier during flood events which could indicate the presence of bedload or bedforms Another source of the noise could be vibrations of the instrument caused by high water velocities Both of the sonar installations were linked via telemetry to the existing USGS data storage infrastructure that automatically stores data and posts it to the USGS website These installations illustrate the potential success of sonar setups for measuring scour Installers of fixed monitors should seek cooperation with other agencies e g USGS which have telemetry and data repository systems in place Cooperative funding may also be available to help offset costs of monitoring programs Cellular modems are becoming the preferred method of telemetry due to their two way communication capability and ease of setup Billing and modem relocation are greatly simplified 4 3 2 California The California DOT Caltrans limits its use of fixed scour monitoring to short term monitoring projects before countermeasures can be installed In addition most rivers in California are intermittent due to the dry conditions For these two reasons Caltrans has used float outs extensively The limited 10 year lifespan of battery operated float outs is unimportant since a more permanent solution is usually scheduled to be installed before the battery runs out of power A major limitati
134. ies may be interested in the particular bridge site or general scour data Directions This should only be checked if the data is likely to be analyzed as it may skew the instrument selection Broad Effect General scour data adds to the database of information for researchers and specific scour data provides additional information about scour mitigation at the bridge site Use in SMDF Foundations requiring research quality data give higher scores to instruments 1 that have high resolution continuous monitoring 2 that measure current bed elevation can measure aggradation 3 compatible with a datalogger 2 2 4 No Foundation Settling Allowable Definition This input indicates that the local foundation cannot undergo some deflection before bridge failure This is used in the selection of the tilt sensors which require some bridge deflection to determine scour Extreme care should be taken when unselecting this input Information Location The structure department of the bridge department must be contacted before unselecting this box to make sure that it is acceptable Directions Possible scenarios where this may be unchecked are large piers with many bearing members or piers in the middle of spans which are supported at the end by other structures C 52 Broad Effect Selection of this criterion allows higher weightings to be given to instruments that rely on bridge movement to indirectly monitor scour Use in SMDF
135. igration gives higher scores to instruments 1 able to measure aggradation to note if the stream is moving 2 compatible with dataloggers Absence of vertical migration gives higher scores to instruments 3 with long life spans 1 2 8 Main Channel to Floodplain Ratio Definition The main channel to floodplain ratio is the ratio of the main channel width to the maximum width of the river when flooding occurs Possible inputs are a Less Than 2 b 2to 10 c Greater Than 10 Information Location Contour maps of the local area with information on high water elevation give the best idea of the width of the floodplain however prior experience and intuition will give good estimates Directions The bank full main channel should be used as the reference width for the flood plain ratio Broad Effect Larger floodplains are more likely to contain more debris which can damage scour monitoring instrumentation Use in SMDF Bridges over rivers with wide floodplains give higher scores to instruments 1 resistant to debris damage 2 not exposed to debris C 38 1 2 9 Frequency of Overbank Flooding Definition The frequency in years that the main channel overflows and flow enters the floodplain Possible inputs are a None The main channel hardly ever overtopped or dikes are in place essentially eliminating the floodplain b 2 Years c 10 Years Information Location Rivers stage information of prior years near the bridge sit
136. in Reflectometry 8 1 Description In Time Domain Reflectometry TDR an electromagnetic pulse travels down two parallel vertically buried pipes in the streambed When the pulse encounters a change in the boundary conditions 1 e the soil water interface a portion of the pulse s energy reflects back to the source from the boundary The remainder of the pulse s energy propagates through the boundary until another boundary condition or the end of the probe causes part or all of the energy to reflect back to the source By monitoring the round trip travel time of a pulse in real time the calculated distance to the respective boundaries provides information on any changes in streambed elevation This instrument has the most complicated signal analysis of the instruments in this document and there is currently no vendor for this instrument 8 2 Components The components include the sensor cable and probe hardware piping TDR signal generator and reflection measurement apparatus datalogger and probe mounting hardware 8 3 Power Requirements This unit requires greater than 100W of AC power for testing and measurement 8 4 Installation 8 4 1 Site Preparation 1 Remove debris from the desired bridge 2 Find the best location for electronics enclosure 3 Find the best location for probe mounting 8 5 Cost The cost is currently unknown as there are no available vendors for this instrument C 74 9 PSDS 9 1 Description
137. inches or larger is required to support the battery 1 4 Installation 1 4 1 Site Preparation 1 Remove debris from desired bridge 2 Find best location for electronics enclosure 3 Find best location for solar panel mounting south side of bridge 1 4 2 Assembly 1 Sonar must be capable to output data to datalogger usually through NEMA 2 NEMA reads through RS 232 3 Depth is part of ASCII sequence 4 Datalogger program must read and understand depth information in ASCH sequence 1 43 Datalogger 1 Datalogger must read sentence may be problem if cannot read 4800 baud rate 2 Turn sonar on and off and tell how many samples to collect 3 There should be filtering to reduce incorrect data i e three readings in a row within 0 3 feet from each other 4 ETI instruments EI MDL works well with sonar C 66 Campbell CR 200 X00 X000 may also be used after converted baud rate Hard type data retrieval performs in various ways Transducer Narrow transducer 8 deg is best for scour monitoring Transducer can mount to bracket before going to field Minimum sounding distance between 1 5 to 3 feet but should be greater than this if full record is required Most cables are 25 feet long but can add cable or create splice where possible Anti fouling paint used in tidal installations Installation and Support Equipment Mount instrument closure Install solar panel and run associated wi
138. istant to debris 3 have wireless sensor connections Spillthrough abutments give higher scores to instruments 1 that are free standing 2 that have a wireless sensor connection 2 2 2 Pier Angle of Attack Definition The angle of attack is the angle between the incoming flow direction and the long dimension of the pier A perfectly aligned pier has a 0 degree angle of attack Piers with high angles of attack have local scour not typical of aligned piers i e scour located at the frond edge of the pier Information Location This may be evaluated using an aerial photo to determine flow direction and bridge plans to determine the angle of the piers Intuitive estimates may not give the best results Directions Lines may be drawn over the river and the pier direction and measured on an aerial photo The angle of attack may be different for different piers Broad Effect High angles of attack create a separation zone off the tip of the pier resulting in deepest scour located on the side of the pier C 51 Use in SMDF The angle of attack is not used in the decision of what type of instrument to choose but notifies the user that the site requires additional attention 2 2 3 Research Quality Data Definition Data assumed to be useful for research requires constant monitoring and measurements that quantify a range of bed levels Information Location Parties potentially interested in scour data should be contacted Interested part
139. l cellular coverage The Bridge Inventory indicates the ADT is 1000 and the bridge is not due for replacement within the next 10 years Pier 1 Information Aerial photography indicates that the pier angle of attack is about 30 degrees The Bridge Scour Action Plan lists the deck elevation footing elevation and critical scour elevation The Underwater Inspection provides the typical bed elevation and material The bed material at the pier locations are both sand West Abutment Information Both abutments are spillthrough This indicates to the SMDF that the toe of the abutment requires monitoring The Bridge Scour Action Plan provided the deck elevation and the typical bed elevation was entered at the location of the toe of the spillthrough abutment This elevation was estimated from the photographs in the Underwater Inspection Debris accumulation was set to small the same as the piers Sand was entered as the bed material at the toe of the abutment and riprap was entered as the installed countermeasure The countermeasure condition was set as buried 7 4 2 Results The following figures show the SMDF Report and Summary Chart for pier 1 and the west abutment Both of these foundations are on the outer bank of the river bend at the bridge site and are the most susceptible to scour 7 4 2 1 Pier 1 SMDF Results The following figures show the SMDF Report and Summary Chart for pier 1 Pier 1 Score Percent Score Cost 6000 Datalogge
140. l scour is likely to occur i e high angle of attack of the stream on the pier During application of the SMDF to the demonstration sites the most common highest rated instrument for monitoring piers were sonar devices and the most common highest rated instrument for monitoring abutments were float out devices Recommendations for future installations and research include the following four items e Additional deployments Future deployments will provide the best information on difficulties that arise with fixed scour monitoring deployments e Collaboration with others Installations that were part of a larger research effort were found to be the most successful in the literature review Finding other parties interested in field scale scour studies will help ensure good initial and continued deployments e Additional research into individual sensors Some instruments have not been widely used so additional research focusing on individual instruments may be beneficial New instruments are continuously being developed two examples are tethered float outs and Time Domain Reflectometry e Database management Database management is crucial to the success of deployment over the long term Along with telemetry a good database can provide long term trends near instantaneous readings and automated error checking Chapter 1 Introduction This report provides a summary of the development of a software based tool to aid the evaluation and se
141. l setup installation and maintenance The estimates for programming and testing are for the first system deployment If the system is cloned for other bridges these costs should fall dramatically The work plan for Bridge 07011 includes two sonar sensors and a stage sensor routed to a single datalogger The Bridge 23015 work plan includes two sonar sensors a stage sensor and a receiver along with float out devices routed to a single datalogger 8 1 Bridge 07011 The objective of this work plan is to provide necessary information and rough estimates of costs for deployment of underwater sonar sensors on piers four and five of Mn DOT Bridge 07011 for monitoring scour depth The Scour Monitoring Decision Framework indicates that sonar is the most applicable instrument for both piers The bed level at pier four is underwater at typical water elevations and the bed level at pier five is above water at typical water elevations The major issues with installation at this site will be difficulty of heavy equipment mobilization due to high average daily traffic tall pier heights and potential for damage to the sensors due to debris and vandalism The work plan considers these issues 8 1 1 Deployment Overview The proposed system consists of two sonar sensors one for each pier monitored one stage monitor to contribute to data analysis sensor connections and a datalogger with ancillary equipment for system power and telemetry The complete sys
142. ld not be a major issue for this bridge site Pier 4 is difficult to access because of the surrounding water However graffiti is present on other bridge foundations and the bridge is located within a city Where possible the installation should place the sensor wiring and datalogging equipment in difficult to reach locations 7 Wireless Sensor Connection The wiring connecting the sonar sensor to the datalogger will likely also be in contact with debris Routing the connection along the front face requires a guard that protects against compressive forces Alternatively a connection running down the side of the pier will lessen the compressive forces but will be subject to shear forces 8 Long System Lifespan The sonar sensor setup will likely require maintenance for cleaning but programming protocol will be able to notify personnel when maintenance is required 9 Heavy Equipment Not Required for Sensor Maintenance Since this bridge carries a major roadway with high ADT this will be an issue if personnel access the sensor from the roadway Personnel may also access the sensor from the river lessening the importance of this characteristic Final User Selection Given the height of this bridge and the bedrock substrate at the pier the sonar sensor is likely the best instrument for this bridge site The only other options are the sounding rod float outs or the tilt meter The sounding rod is difficult to measure with the large elev
143. lection of fixed monitoring technologies for bridge scour The tool is referred to as the Scour Monitoring Decision Framework SMDF The tool was developed through collaboration between researchers at the University of Minnesota s St Anthony Falls Laboratory Minnesota State University Mankato and members of the Technical Advisory Panel TAP The TAP included engineers and staff from the Minnesota Department of Transportation This report is organized into chapters that follow the chronological timeline of the project The initial phases of the project involved a literature review assessment of previous deployments river bridge characterization and instrument characterization The literature review and assessment of previous deployments provided the current state of fixed scour monitoring The river bridge characterization and instrumentation characterization sought appropriate attributes that affect the decision of type fixed scour monitoring for scour critical bridges in Minnesota This would be used in the later phases for input into the SMDF tool The next phases of the project involved development of the SMDF The tool was written in Visual Basic for Applications provided with Microsoft Excel A user s manual was developed to help provide instruction Application of the SMDF was performed on five scour critical bridges to illustrate its use Finally two of the application bridges were selected for a more in depth development of a fixed
144. lection of the numerous fixed scour monitoring instruments available The final product of this work is the Scour Monitoring Decision Framework SMDF This decision making tool addresses one of the major problems with regard to fixed scour monitoring instrumentation NCHRP Report 396 best describes the issue no single methodology or instrument for measuring scour at bridge piers and abutments can be used to solve the scour measuring problems for all situations encountered in the field p 84 The report further describes this issue as an area for future research The SMDF is a Visual Basic for Applications VBA enabled Excel workbook that accepts site specific information about one bridge site at a time This information includes details on bridge stream and scour and then compares the information to critical characteristics for fixed scour monitoring equipment The output is a list ranking the instruments in the SMDF and an overview of the characteristics illustrating the effect of each on the score After entering the required information the user has a good familiarity with the site and along with the output of the SMDF can more confidently select the instrument best suited for the site The methodology used to gather information for construction of the SMDF included the following A literature review Bridge stream scour characterization Previous installation assessments Fixed scour monitoring instrumentation characterization
145. led gel cell battery with 1 10A of current load supplies power during measurement A SP20 20W solar panel is required to support the battery 3 4 Installation When selecting a location for installing the ETI Scour Tracker SMC 3 AS 3 or other sliding collar support structure consider that there may have been a prior scour hole which may contain a buried tree branch rock or other debris Those obstructions could prevent the support structure from inserting to its full length into the streambed To avoid this first probe the potential streambed location to the full support structure depth using a smooth sturdy round metal rod such as a 3 8 inch ground rod If the test probe indicates that the location is unobstructed the sensor support structure can properly install into the streambed 3 4 1 Site Preparation 1 Remove debris from desired bridge mounting point 2 Find best location for electronics enclosure 3 Find best location for solar panel mounting south side of bridge Two person days are required for concrete drilling post driver hydraulic or pneumatic hydraulic lift and worker platform is required 3 5 Cost The cost is 4 100 not including the cost of the datalogger C 69 4 Float Out 4 1 Description Buried at strategic points near the bridge float outs activate when scour occurs directly above the monitor The monitor floats to the stream surface causing an onboard transmitter to activate and transmit the flo
146. lexity of the upstream profile of the column pier This is likely not to be an issue with the sonar as long as it is not pointed at the footing of the pier 5 Resistant to Ultraviolet Radiation If the sensor or wiring is susceptible to UV radiation they should be covered with UV resistant material 6 Vandal Resistant Vandalism may be a major issue for this bridge site The instrument is in direct view from the upstream pedestrian bridge If possible the installation should place the sensor wiring and datalogging equipment in difficult to reach locations 7 Wireless Sensor Connection The wiring connecting the sonar sensor to the datalogger may be easily routed along the downstream side of the column pier to prevent damage from debris 8 Long System Lifespan The sonar sensor setup will likely require maintenance for cleaning but programming protocol will be able to notify personnel when maintenance is required 9 Heavy Equipment Not Required for Maintenance Since this bridge carries an interstate freeway with high ADT this will be an issue if personnel access the sensor from the roadway Final User Selection This bridge is an ideal candidate for a sonar sensor The gravel bed with assorted riprap makes installation of sensors in the bed difficult Furthermore the lack of reported heavy debris at the site makes the debris susceptible sonar sensor a good choice The sonar is also a proven method for scour monitoring and
147. liable operation This characteristic also indicates the level of resiliency a device has to naturally occurring hazards separate from floating debris This includes intentional unintentional human produced shock such as vandalism and mishandling during installation Again this is mostly applicable to electronic devices but is also important for instruments which have delicate parts or specifications with small tolerances An example of vulnerability to shock is the magnetic switch in a magnetic sliding collar device which may be jarred loose as a result of an impact Vibration refers to the susceptibility of an installed monitoring sensor to vibration Vibrations can lead to sensor damage and false readings Vibration results primarily from underwater flow conditions acting on weakly supported components of the system Sensors that are not rigidly attached to the bridge structure such as sounding rods are most vulnerable to vibration Resistance to ultraviolet radiation may be important for sensors that are constructed of UV sensitive polymers and are directly exposed to sunlight Deterioration of plastic components might lead to a weakened sensor An example is a sonar probe mounted above the water surface during normal water levels The material used to construct sensors of scour monitoring systems is a very important characteristic The material that the probe is fabricated of is mainly determined by the function of the probe and the environmen
148. llow typical water depths give higher scores to instruments 7 resistant to vandalism Qu ES 1 23 4 River Type Definition This is the type of river in terms of migration This option is roughly split into a Active b Stable Information Location Aerial photographs taken over a number of years history of stream section surveys and evidence of bank erosion Directions Old growth trees along banks are usually indicative of a stable channel Actively meandering channels need special care to make sure the location of critical scour does not change Broad Effect Stable channels are easier to monitor for extended periods C 35 Use in SMDF Active streams give higher scores to instruments 1 that can measure aggradation 2 that can be validated for correct operation 3 compatible with dataloggers Stable streams give higher scores to instruments 4 with a long lifespan 1 2 5 Flow Type Definition This describes the flow that occurs in the reach of the river where the bridge is located It is broadly split into a Perennial b Intermittent c Flashy Perennial rivers have fairly constant flow that changes slowly over time and is easily predictable intermittent rivers dry up completely during some part of the year flashy rivers are usually steep and can quickly flood usually due to rainfall Information Location The best information on this can be found from people s experiences with the river If available h
149. lowing figures show the SMDF Report and Summary Chart for pier 1 59 Time Domain Reflectometry PSDS Automatic Sliding Collar Sounding Rods Piezoelectric Film Manual Sliding Collar Tilt Angle Vibration Sensors Pier 1 West Score Percent 78 76 75 73 71 70 69 60 52 Score Cost 6000 Datalogger 2000 Datalogger 3 650 Datalogger Datalogger 4100 Datalogger 7 000 1000 Datalogger 2 500 lt lt lt Sensor Selected 500 Datalogger Figure 7 8 Bridge 6868 pier 1 results Bridge 6868 Pier 1 Sensor Characteristics Comparison Sonar to Ideal Instrument 50 45 40 35 30 o g 9 25 o o 20 15 10 li S S NI P 3 o ES A Re ue o d E 3 E RS ES n eS amp Ss S PG amp e ES e US US r3 ES SP e HSA FF 8 Ss FP PH QM 9 LT KC SF LOS A ES SG qq e P S ni ae se Se PS S DY Se S Se na S ee E n r gt S o amp M S Ww SF S L SP ASA a SO QU QE RA d NX Ss du FF d oS SF LF SF S A9 09 LF QNS SF SE P Oo NM dq QS OC SST 9 dq c OS FF CLK SUS S amp S Se amp e amp O ES EY e e S S S ES eS e EAS d S K o e X n FF FFX SS FS SV SEF EI d rd Sog F ES SS amp gt Ss A e S NS 2 E ES w e 9 SF g D X aue S gt ES 9 FKA F3 3 o g Instrument Characteristics E ideal Instrument Sonar
150. luence but the downstream mainstem could create some turbulence that would affect scour at the bridge site This warning occurs when the mainstem is within two main channel widths of the stream that the bridge crosses The location of the deepest scour depends on bridge site conditions and should be located with a local bed survey prior to installation of the fixed scour monitoring instrument 1 5 Local Curvature Local curvature is the rate that the stream is turning at the bridge site This is defined in the SMDF as the degrees difference using the cross sections two main channel widths downstream and upstream of the bridge site Flow fields at bends in rivers contain a circular secondary current that erodes the bed on the outer bank and deposits it on the inner bank This current can create locations of unintuitive when a foundation is located in its path The warning is shown for two cases The first is when the curvature is from 10 to 30 and the second shows when the curvature is greater than 30 The greater than 30 condition is more serious than the smaller curvature The location of the deepest scour depends on bridge site conditions and should be located with a local bed survey prior to installation of the fixed scour monitoring instrument 1 6 Clay Soils Studies have shown clay soils scour in locations not typical of sand or gravel bed rivers In some cases the greatest scour has been found at downstream edge of foundations T
151. m contacted Alaska Water Science Center USGS Jeff Conaway Hydrologist 907 786 7041 jconaway usgs gov contacted Washington DOT Matthew J Witecki P E H E State Hydraulics Engineer 360 705 7259 WiteckM wsdot wa gov not contacted 37 Maryland DOT Kuruna Pujara Division Chief Hydraulics 410 545 8390 kpujara sha state md us not contacted Vermont Cold Regions Research and Engineering Lab Leonard J Zabilansky Research Civil Engineer 603 646 4319 ljzab crrel usace army mil contacted Texas DOT John Delphia Engineering Assistant V 512 416 2359 contacted Nevada DOT Chris Miller Hydraulic Engineer 775 888 7619 contacted Oregon DOT John R Woodroof Senior Hydraulics Engineer 503 986 3366 john r woodroof odot state or us not contacted Edward Mercado President North American Geotechnical Co 281 474 4027 edward mercado sbcglobal net contacted 38 Chapter 5 Characterization of Fixed Scour Monitoring Technologies 5 1 Introduction Proper characterization of available technologies and components is essential in order to select the most appropriate fixed scour monitoring technology This characterization extends beyond functional operation characteristics of the sensor themselves It also includes additional factors that affect equipment deployment operation and long term maintenance such as power and system installation There are a number of ch
152. m for fixed time s during the day for programming and data downloading A secondary remote system should notify administrator if cellular connection fails at designated times e Turn on cellular modem increase measurement frequency and or notify personnel if o Water level exceeds a maximum threshold i e 50 year flood elevation o Water level changes by a large amount between readings o Bed elevation at either pier fall below a set threshold 1 e 5 feet above scour critical elevation Bed elevation changes by a large amount between readings Battery voltage falls below a designated value Communications with sensors fail o Float out device activates e Repeat readings where applicable before notifying personnel to keep false warnings to a minimum e Acceptable power budget O O O To keep power consumption to a minimum the cellular modem should be powered off for the majority of the time Short designated periods will allow remote administrator access and scheduled data downloads at prearranged times 90 The power budget of the system is very important The following table lists the solar panel output and the power consumption of system components along with their likely daily usage Table 8 13 Power consumed generated by system components Current mA Hours Day Active Quiescent Active Quiescent Device Solar Panel SP20 CR1000 Cellular Modem Sonar Sensor x2 Float Out Receiver Water Level Pressure Sensor
153. m scour will likely not be at the upstream edge of the pier The 10 23 2008 Underwater Inspection Report indicated the lowest bed elevation at the pier was located at the downstream edge of the pier on the side nearest the inner bank A sonar sensor would likely be the best instrument for this bridge site since it can give a clear picture of the scour processes occurring there Additional sonar sensors may need to be deployed at the site to ensure that the location of the deepest scour is monitored The best locations for sensors would be on the side of the pier closest to the inner bank of the curvature The digital cellular coverage of the area should be verified during a preliminary site visit to be sure that cellular telemetry is reliable 7 4 2 2 West Abutment SMDF Results The following figures show the SMDF Report and Summary Chart for the west abutment Abutment West West Abutment Sensor Type Score Percent Score Cost Time Domain Reflectometry 76 3 650 Datalogger Automatic Sliding Collar 74 4100 Datalogger Float Out 74 2000 Datalogger lt lt lt Sensor Selected Sonar 74 6000 Datalogger Piezoelectric Film 73 1000 Datalogger PSDS 70 Datalogger Sounding Rods 69 7 000 Manual Sliding Collar 60 2 500 Tilt Angle Vibration Sensors 48 500 Datalogger Warning gt Local Curvature Greater Than 30 degrees Figure 7 18 Bridge 07038 west abutment results 69 Bridge 07038 Abutment West Sensor
154. movement in both the lateral and vertical directions The river is assumed perennial but this should be checked with local Mn DOT personnel Potential debris consists of live trees upstream The floodplain ratio was entered as 2 to 10 years as indicated from a topographic map Frequency of overbank flooding was estimated as 2 years Aerial photos show the local curvature to be 5 degrees Bridge Conditions The bridge has a nearby pedestrian path that will likely attract vandalism No waterway traffic is assumed at the bridge site and the bridge replacement schedule is greater than 10 years The bridge is within an hour of Rochester and the difficulty of lane closure is mild The bridge has digital cellular coverage and existing telemetry is located slightly more than three miles downstream of the site Pier 1 Information The Bridge Scour Action Plan provided information about the footing and scour critical elevation The Underwater Bridge Inspection provided information about the typical bed and bridge deck elevations It also provided the information for the bed material at the site It described the bed as sandy gravel with cobbles Reports indicate that debris accumulation is about three inches in diameter so Small Accumulation was selected in the SMDF Pictures in the Underwater Bridge Inspection and bridge plans were used to determine the lateral offset from the pier and the footing extension 7 2 2 Results SMDF Results The fol
155. mpatible with a datalogger They also notify the user that the site requires additional attention 1 2 14 Downstream Mainstem Definition A mainstem within 2 main channel widths downstream stream of a bridge structure may complicate flow conditions at the bridge site Information Location Aerial photographs or a site visit should allow for easy determination Directions The mainstem should be large compared to the river over which the bridge is being monitored Further complications may arise if the mainstem is turning at the location where the tributary is entering Broad Effect Although downstream effects of confluences have less of an effect on the flow patterns upstream they may cause significant differences in the scour occurring at a specified bridge site Use in SMDF Bridges over rivers with immediate downstream mainstems give higher scores to instruments 1 that can be validated for correct operation 2 able to measure aggradation to note if correct location is monitored 3 compatible with a datalogger They also notify the user that the site requires additional attention 1 2 15 Local Curvature Definition Local curvature is how much the river is changing direction in the immediate location of the bridge crossing For the SMDF it is defined as the degrees difference between tangential lines drawn on the river 2 main channel widths upstream and downstream Information Location Recent aerial photographs can be used
156. mpede the function of the instrument Negative Aspects None Potential Improvements for Non Applicable Instruments Corrosion may be mitigated by changing to non erodible materials or applying special coatings where applicable Minimum material properties requirements for proper operations should not be sacrificed 2 13 Resistant to Ultraviolet Radiation This pertains to the parts of the instrument that are made of materials such as plastic that become brittle or otherwise weaker from exposure to UV radiation that accompanies deployed equipment in direct sunlight Positive Aspects Instruments that are prone to material degradation due to UV radiation can have a shorter lifespan than other instruments that are not affected by UV radiation C 22 Negative Aspects None Potential Improvements for Non Applicable Instruments Portions of the instrument that are susceptible to UV radiation degradation may be shaded or otherwise protected by materials that are not susceptible to UV radiation 2 14 Insensitive to Entrained Air This pertains to the sensitivity of the instrument to entrained air bubbles within the water column This is usually restricted to instruments that have a time of return type sensor where multiple mediums can affect the signal Entrained air is not common at most bridge sites Positive Aspects In locations where there may be entrained air in the water column 1 e directly below a dam only instruments that
157. n that pertains to the entire bridge site The second box contains all of the information entered for individual foundations 5 3 SMDF Computation 5 3 1 The Multiplier Matrices worksheet This worksheet is the location of all of the multipliers used in the calculations of the SMDF Multipliers are weighting factors that provide values to various attributes of the site characteristics and design needs It contains two sets of multiplier matrices C 11 1 The first is the Structure and Stream Sensor Characteristics Matrix which is used to connect the instrument characteristics to user inputted bridge and site characteristics This matrix contains weighting factors that assign values to all applicable instrument characteristics for a given site attribute These factors were developed out of the background research and through collaboration with Mn DOT bridge engineers They represent the importance of instrument characteristic to the site and stream conditions The Structure and Stream attributes are readily accessible to the user through bridge surveys monitoring reports design documents etc Appendix B provides a summary of the user inputs 2 To the right of the first matrix is the second Technology Sensor Characteristics Matrix The Technology Database is a matrix of Boolean values 0 or 1 that indicate which instrument characteristics are satisfied by each technology These characteristics were chosen from research on available te
158. nd others identify which foundation is currently of interest Use in SMDF The description has no actual use in the SMDF It is used just fro clarification C 49 2 2 Structure 2 2 1 Abutment Pier Type Definition Depending on which type of foundation is currently of interest a drop down for the Abutment Type or Pier Type is shown This is the type of foundation that is currently being considered For piers the user selectable options are a Solid b Column c Pile Bent and they are shown in the Figure 1 Bearing Seat gt LI ps eS Pier Cap vA Figure 1 Solid column and pile bent pier types respectively Courtesy Minnesota Department of Transportation For abutments the options are a Spillthrough b Vertical Spillthrough abutments have a sloping embankment in front of the abutment structure which is normally not exposed to the flow Vertical abutments have no slope between the abutment foundation and waterway A spillthrough abutment selection assumes that the embankment sloughing is to be monitored If the bed at the foundation of a spillthrough abutment is to be measured vertical abutment is a more appropriate choice since the sensor will be located at the actual foundation location When spillthrough abutment is chosen the following assumptions are made in the SMDF as seen by the automatically filled and disabled inputs 1 The bottom of the footing elevation is set to zero making it have
159. ndalism prevention is not important the enclosure should be mounted higher and facing the roadway for easier access However this may place the equipment in the way of roadway debris and or plowed snow 85 8 2 Bridge 23015 The objective of this work plan is to provide necessary information and rough estimates of costs for installing underwater sonar sensors on piers four and five and wireless float out devices on the north abutment of Mn DOT bridge 23015 for the purpose of monitoring scour depth and abutment riprap respectively The Scour Monitoring Decision Framework indicates that sonar is the second most applicable instrument for pier five because the bed is typically below the water level For pier four the sonar device is the third choice of the SMDF because of the large amount of debris at the site and the bed is typically above water level A float out device is the top rated sensor for the north abutment The single most important issue with regard to instrument deployment is river debris The site has a history of very large debris mattes 8 2 1 Deployment Overview The proposed system consists of two sonar sensors one for each pier monitored float out devices with transmitters for the north abutment a float out device receiver at the datalogger one stage monitor to contribute to data analysis sensor connections and a datalogger with ancillary equipment for system power and telemetry The system at pier five including c
160. nduit from the sensor enclosure to the datalogger enclosure should be robust enough to protect from debris damage carry the wires for the sonar and stage sensors and mount rigidly to the pier and or concrete curtain Table 8 9 Sensor datalogger connection components for Bridge 23015 Manufacturer Cost Unit Quantity Sonar Sensor Wiring Pier 4 oe hoe YARIS 4 Wire Plus Shield 1 00 Water Level Pressure Campbell Designate Length with Wiring Pier 5 Scientific Sensor Order B 1 Liquid Tight Conduit 1 67 Flexible Conduit Pier 5 1 Stainless Steel Pipe Conduit Pier 4 1 Stainless Steel Pipe Conduit Pier 5 Conduit Clamps 1 Heavy Duty Pipe Clamp 1 52 4 Wire Plus Shield 1 00 1 45 1 Liquid Tight Conduit 1 67 10 Lengths 154 31 10 Lengths 154 31 Various Pipe Fittings 1 Fittings 100 The sonar sensors come with short lead lengths with waterproof connections to the probes Waterproof splices need to be added to get the total desired length Campbell Scientific supplies the stage sensor with customer specified wire lengths Flexible waterproof conduit is used for the wire housing from the datalogger enclosure to the underside of the bridge beams From there to the sensor enclosure 1 inch stainless steel pipe is specified due to its added strength 8 2 4 Float Out Devices The main objective of installing float out devices at the north abutment of this site is to moni
161. near the bed accelerated flows and turbulence For a simple pier with zero angle of attack the flow impacts the front of the pier and is forced perpendicular to its flow path resulting in upwelling at the leading edge of the pier increased velocities around the front edge of the pier and a jet pointing downward toward the bed This jet generates the horse shoe vortex which is the primary cause of erosion in front of and around the sides of piers The processes are illustrated in figure 3 4 Horseshoe Vortex Figure 3 4 Schematic representation of scour at a cylindrical pier Reprinted with Permission of the Department of Transportation Federal Highway Administration from Richardson and Davis 2001 19 Local scour at abutments is caused by the same basic processes as pier scour although flow velocities are comparatively less at the edges of rivers than in the middle However abutments can be relatively large obstacles that can cause significant flow deflection A schematic illustrating abutment related scour is shown in figure 3 5 Figure 3 5 Schematic representation of abutment scour Reprinted with Permission of the Department of Transportation Federal Highway Administration from Richardson and Davis 2001 As an abutment projects farther into the flow velocities around the tip of the abutment increase resulting in deeper scour In general wood and ice debris increase scour at piers and abutments by constricting
162. ned to prevent scouring action such as riprap or concrete aprons The user selectable options are a As Installed b Buried c Eroded Degraded If no countermeasures are installed at the location the condition is automatically set to N A and there is no affect on the decision framework Information Location A site visit to the bridge is the best method to determine the status of installed countermeasures C 61 Directions Buried indicates that the countermeasure is clogged with sediment to the point where the riprap can no longer be manually moved if it was before Eroded Degraded indicates that the majority of the countermeasure has been moved but remnants still remain and may increase difficulty with installation Broad Effect In general buried countermeasures increase the difficulty of installation and degraded or eroded countermeasures make installation easier compared to the as installed condition Use in SMDF Bridges with buried countermeasures give higher scores to instruments 1 that have no moving parts 2 that do not require an air water jet for installation 3 that do not require a pile driver for installation 4 that do not require an auger for installation C 62 2 4 Sensor Ranking If all of the data fields have been found to be satisfactorily filled out the instrument ranking are listed here and the final selection may be entered 2 4 1 Instrument Choice This is the location where the user of the SMD
163. ng is possible Mobile bed material is classified by six size classes boulders cobbles gravel sands silts and clays Very small particles such as clays are cohesive and may change maximum scour location This information is crucial to the successful implementation of any scour monitoring technique Lastly the surface material along with hydraulic factors determines the existence of bedforms e g ripples dunes The presence of bedforms increases the depth of scour at bridge structures and may affect the operation of scour monitors 3 5 2 Subsurface Material Sub surface material affects the installation of driven rods Cobbles and other debris below the surface quickly inhibit the driving process 3 5 3 Riprap Countermeasure Type and Location Scour countermeasures currently used at bridge sites directly affects the selection of scour monitoring methods both by reducing the risk of scour and by making equipment installation more difficult Riprap may need to be removed and replaced for the installation of driven rods Grouted riprap or fabric on abutments would likewise complicate installation Monitoring instrumentation may be used in conjunction with countermeasures to monitor their condition and erosion Buried devices would likely work well for monitoring riprap The type and location of countermeasures should be fully documented at each site The condition of installed riprap is also important Buried riprap and spotty placement will
164. no effect on the instrumentation choice 2 Critical scour elevation is set to 1 foot below the typical bed elevation so that any scour that occurs is noted 3 Since the lateral deck offset has no effect it is set to lowest weighted option 4 Since the footing extension has no effect it is set to lowest weighted option Information Location Bridge plans would provide the best details but inspection reports or general familiarity with the bridge site gives good results C 50 Directions At the discretion of the user pile bent piers with curtains may be regarded as solid piers The major effect of the distinction between piers is that wires may be routed in areas out of the way of direct contact with debris i e the downstream side of piers Broad Effect Piers with spacing between supports allow wiring or other connections to be placed on the backside of the pier out of the way of incoming ice or debris rafts Abutments of the spillthrough type usually experience preliminary scour away from the foundation structure so monitoring likely occurs far away from any structure This can cause routing wire or other connections difficult and limit installations if it requires heavy equipment Conversely vertical abutments can use the sturdy foundation as support for monitoring equipment Use in SMDF Piers without spaces between supports such as solid piers give higher scores to instruments 1 that are not exposed debris 2 that are res
165. nspection truck The location of the sonar is 63 feet below the edge of the deck and 25 feet inside the outer edge of the deck on the vertical portion of the hammerhead pier A boat and or divers may also be required for portions of the installation near or below the water surface The snooper will also be used to install clamps for the conduit 82 Table 8 4 Estimated installation cost for Bridge 07011 Equipment Operation Personnel Approximate Cost Day Snooper and Operators Mn DOT Lane Closure Mn DOT Technician Mn DOT Contractor Boat Divers Contractor Installation should require a single working day Most physical maintenance to the system will require similar resources 8 1 6 System Construction and Programming Prior to system deployment all hardware interfacing datalogger programming system testing and finalizing of all installation details need to be performed One to two people would likely perform this work The following table shows rough estimates of how many hours of work each of the above tasks require Table 8 5 Estimated hours for initial system construction for Bridge 07011 Purchase and Assemble Hardware Datalogger Programming System Testing Installation Preparation The first step requires acquisition and assembly of system components including full lengths of wire between the components The long lengths required for this bridge site may cause problems with the se
166. nt Upstream Tributary DownStream Mainstem Local Curvature Pedestrian Traffic Snowmobile Boat Traffic ADT Bridge Replacement Nearby Population Distance to Responsible Agency Ease of Lane Closure Landline Available Cellular Coverage Nearby Telemetry Telemetry At Site Available Utility Power Pier Angle of Attack Debris Accumulation Deck Elevation Top of Foundation Elevation Bottom of Foundation Elevation Typical Bed Elevation Critical Scour Elevation Footing Extension Lateral Deck Offset Bed Material Cobbles Present Substrate Material Countermeasure Type Countermeasure Condition Research Quality Data No Settling Allowed 8 12 2009 6468 00 6 00 TH 56 Rose Creek Mower O Stable Action Required 1240 60 7 70 1235 00 Stable Flashy No History No History Greater Than 10 2 years Live Trees FALSE FALSE FALSE FALSE 10 00 FALSE FALSE 2300 00 Greater Than 10 Years In Town Less than 1 Hour Mild FALSE TRUE FALSE FALSE FALSE Abutment East East Abutment Vertical N A N A Small Accumulation 1244 40 1224 40 1224 40 1232 00 1224 40 0 to 3 Feet 0 to 3 Feet Sand FALSE Sand None n a FALSE TRUE Abutment West West Abutment Vertical N A N A Small Accumulation 1244 40 1224 40 1224 40 1232 00 1224 40 0 to 3 Feet 0 to 3 Feet Sand FALSE Sand None n a FALSE TRUE Figure 6 Example of Input Summaries worksheet The first box contains all of the overall bridge informatio
167. nt Scour Countermeasures Both bridges have two rows of column piers with spillthrough abutments The piling underneath the piers is about eight feet deep There is riprap located around the abutments However the riprap on the east side is buried beneath sand The cause of the deposition is not clear Type of Scour There is a slight skew to the piers as indicated by the aerial photo Scour is most likely due to contraction local and perhaps bend scour from overbank flooding The majority of the floodplain upstream is on the left side looking downstream Real time stage monitoring is located 5 5 river miles upstream and 3 miles downstream The downstream stage measurement station is located beyond a confluence with a smaller river 7 2 1 Data Entry Bridge Identifiers The Bridge Scour Action Plan provided the information for the Bridge Identifiers Tab It also provided the high water elevation 1198 ft This corresponds to the 50 year flood event The 10 20 2008 Underwater Inspection Report indicated the water elevation at the time of the inspection was 1187 9 feet This was entered as the typical water elevation Flow Conditions The high water approach velocity used in the scour calculation is 9 3 feet sec A small check dam downstream likely lowers the velocity compared to if the river were free flowing This may be responsible for the aggradation around the riprapped abutments The stream was entered as active with slight
168. ntrained Material This indicates that entrained material in the flow which may be organics sediments or other neutrally buoyant objects may affect the instrument The best example is sonar which may return a false echo on an object other than the riverbed Positive Aspects False signals are not created by entrained material in the flow Negative Aspects None Potential Improvements for Non Applicable Instruments The instrument may be positioned in alternate locations where entrained material is likely to be minimal An example is on the backside of a pier 2 9 No Moving Parts This indicates that the scour measurement device does not depend on moving parts 1 e a sliding collar which may jam or otherwise fail Positive Aspects Instruments with no moving parts are overall more reliable Negative Aspects None Potential Improvements for Non Applicable Instruments Overall this is definite characteristic of instrument and cannot be mitigated 2 10 Free Standing Device This indicates that the instrument does not require mounting directly to the bridge structure This is limited to instruments which are supported by the river bed alone and do not require additional support at all They are especially useful for measuring bed elevations away from bridge structures Positive Aspects This type of instrument may be located away from structures and measure scour that is indicative of scour that will soon threaten the bridge s
169. nts refers to the information recorded when a measurement is taken These measurements include the current local bed elevation the lowest elevation that the bed has experienced since installation and whether or not scour has exceeded a given depth Examples of these types of instruments are sonar magnetic sliding collar and float out devices respectively The range over which reliable measurements can be made for each type of sensor is important For some types of instruments the range can be adjusted e g the depth to which a rod is driven Sonar has a minimum and maximum range that defines the distance from the bed the probe needs to be to make a reliable measurement Overall the range of an instrument should extend far enough to measure the critical scour depth The ability to check the status of a system is also an important attribute Measurement validation should be a major part of any scour monitoring program Additionally the ability of a system to signal a malfunction is a highly desirable attribute Sonar is fairly easy to check since it measures the current bed elevation and unreasonable values can be screened Sliding rods and sounding rods are more difficult to check since they can be reburied Float outs are impossible to monitor at the current time because they are only activated when uncovered Exposure to ice debris refers to the quantity of ice and or debris likely to be in contact with the sensor This usually occurs at the
170. number of piers and if they are similar The major types of piers and foundations are summarized below Table 3 3 Pier types Solid Column Pile Bent Pile Bent with Curtain Table 3 4 Pier foundations Pier Foundation Types No Footing Piling Only Spread Footing No Piling Footing with Piling Pier types are illustrated in figure 3 1 taken from the appendix of the Mn DOT Bridge Inspection Manual Solid piers are single supporting members across the width of the bridge at each pier location The column or pile bent types consist of a series of vertical supports at each pier location Pile bent piers may have a concrete or other type of curtain to prevent debris from becoming tangled in the row of piles Pile bents do not have footings while solid and column piers both have a footing The footing transmits the bridge load to the supporting soil or rock and may be either a spread or a pile cap footing The spread footing transmits the load directly to a 13 hard geological feature with no piling a pile cap footing transmits the load to driven piles The piling is either driven to bedrock or supported by skin friction contact with the subsoil The footing may be more complex than a simple rectangular prism running the length of the pier Variations include multiple footings for column bent piers or stepped spread footings Pier Cap gt Pier Wall gt ETES _ Ground Line 7
171. on Location Rivers known to have very high bedloads may affect the operation of some sensors Familiarity with the river and bridge site provides the best information Directions This is usually limited to fast flowing rivers with small sediment sizes The entrainment of sediment may be increased in areas of local scour where there is increased turbulence Broad Effect Dense concentrations of sediment or other material in the flow may cause false returns and not measure the distance all the way to the bed Use in SMDF Bridges over rivers with entrained material give higher scores to instruments 1 insensitive to entrained air 2 that can be validated for correct operation 1 2 13 Upstream Tributary Definition A tributary 5 main channel widths upstream of a bridge structure can complicate flow conditions at the bridge site Information Location Aerial photographs or a site visit should allow for easy determination Directions Large ditches carrying a significant amount of water to the river should also be included Broad Effect The effect of a lateral flow entering a river can cause major changes in the flow patterns at a bridge site and may cause major deviations in scour from normal conditions C 41 Use in SMDF Bridges over rivers with upstream tributaries give higher scores to instruments 1 that can be validated for correct operation 2 able to measure aggradation to note if correct location is monitored 3 co
172. on of some of these systems is the inability to check the status of the float outs They only produce a signal when they are uncovered by scour and their mercury type switch closes 30 Caltrans has successfully used float out systems However false call outs have also occurred due to pile driving vibrations during bridge replacement Crews typically install float outs during dry bed conditions utilizing a hollow stem auger Typical practice is to bury one sensor at the critical scour elevation and others at intermediate elevations Caltrans has also used magnetic sliding collars sonar and tilt sensors The magnetic sliding collars are used primarily for degradation tracking Debris is not a large problem for devices at these sites Floating vegetation is usually too small to exert large forces on instrumentation In 1998 both a sliding collar and a float out monitor correctly notified transportation personnel of large changes in the bed elevation Lagasse et al 2001 Neither of the scour events went below the critical scour depth The sliding collar dropped 5 feet and scour uncovered a float out initially buried 13 feet below the bed 4 3 3 New York The most active monitoring in New York occurs on two bridges that carry Wantagh Parkway over Goose Creek and Sloop Channel Sonar was selected at both sites because they both are in tidal river environments Barnacle growth and deep channels prohibit most types of instruments that have moving
173. onduit routing is shown in Figure 8 2 A 1 7 pipe is mounted on the outside of the north guardrail to hold the antenna solar panel and datalogger enclosure Flexible conduit containing wiring for the stage sensor and sonar device runs down under the deck and along the concrete beams Directly underneath the beam the conduit should transition to 1 stainless steel pipe and run down the side of the pile cap Under the pile cap an offset should place the conduit at the location where the concrete curtain and pile cap join This location minimizes exposure to debris A second offset should place the remainder of the conduit under the concrete curtain behind the upstream piling The sonar and stage sensors are mounted in an open bottom stainless steel case capable of withstanding impacts from debris The top of this enclosure is mounted at an elevation of 721 5 feet below river ice A problem with locating the sensor on the backside of the piling is that the location of maximum scour in front of the piling is not measured However the sensor should be close enough to get near maximum scour depths The bed level shown includes local scour Bed levels at locations away from the pier are about two to three feet higher 86 Datalogger Enclosure Y Solar Panel and Antenna Change from Flexible Conduit P dd to Stainless Steel Pipe p High Water El 744 Bottom of Pile Cap El 740 68 _ Typical Water El 72
174. ontrols the sonar device and data collection functions The data logger is programmed to take measurements at prescribed intervals Sonar sensors normally take a rapid series of measurements and use an averaging scheme to determine the distance from the sonar transducer to the streambed These instruments can track both the scour and refill processes This type of monitoring sensor system has a purchase cost of roughly 4 000 It is affected by aerated flow and bed load It is able to measure the current level of scour so information on the refilling is collected This type of sensor device is not structurally robust but the device may be mounted in a variety of elevations out of the way of debris The sensor requires DC power and the interface with a datalogger is wired It is capable of multiplexing and does contain some self diagnostic routines This sensor can be mounted at various angles of inclination without affecting function as long as the bed is perpendicular to the sent ping 5 3 2 Magnetic Sliding Collars Magnetic sliding collars slide on rods or masts that are driven or augured into the streambed A collar with magnets is placed on the streambed around the rod and triggers sensors in the rod If the streambed erodes the collar moves or slides down the rod into the scour hole The depth of the collar provides information on the scour that has occurred at that particular location The magnetic sliding collar may be automated or manu
175. opping affects the sensor connection to the datalogger and the location of the datalogger If overtopping is calculated to occur the user is notified 1 23 20 High Water Approach Velocity Definition This is the likely upstream velocity of the river approaching the velocity This is affiliated with a flood event i e a 100 year event Information Location Bridge Scour Analysis Documents Broad Effect The approach velocity affects how hard debris can hit instrumentation and may destroy or cause erroneous readings by instruments that are affected by flow induced vibrations Use in SMDF This is not currently used in the SMDF in any way 1 2 3 Typical Water Elevation Definition C 34 This is the elevation of the typical water surface upstream of the bridge in the local coordinate system of the bridge Information Location Bridge Drawings Bridge Inspection Reports Directions The Typical Water Elevation should be in the same coordinate system as the local bridge datum elevation Broad Effect Typical Water Elevation defines typical depth when the local bed elevation is subtracted from it this affects installation vandalism and maintenance Use in SMDF Deep typical water depths give higher scores to instruments 1 resistant to debris not exposed to debris that are simple that do not require heavy equipment for maintenance requiring an auger for installation requiring an air water jet for installation Sha
176. or Selected Sonar 75 6000 Datalogger Time Dorain Reflectometry 73 Datalogger Piezoelectric Film 72 1000 Datalogger Sounding Rods 71 7000 Datalogger Automatic Sliding Collar 70 4100 Datalogger PSDS 68 Datalogger Manual Sliding Collar 61 2 500 Tilt Angle Vibration Sensors 42 500 Datalogger Waming Local Curvature 10 to 30 degrees Figure 4 Example of the SMDF Report worksheet C 8 5 2 SMDF Output The SMDF generates three printable outputs for each foundation entered at a bridge site 1 SMDF Report A summary report of the overall score and rank for each instrument Summary Charts A bar graph describing the importance of each instrument characteristic and whether a selected instrument satisfies each characteristic 3 Input Summaries A summary of the input variables 5 2 1 The SMDF Report worksheet This is the primary output worksheet of the SMDF and provides evaluation of all sensors for the current bridge The report includes the list of sensors the scores in percent relative to an ideal instrument and the estimated cost for each sensor This sheet lists each foundation of the associated bridge The report also includes a preliminary sensor selection from the user forms This information aids the user in selecting the best instrument s for the bridge foundation s listed After the user enters all of the input information the SMDF automatically calculates the ranking of the instruments and place
177. or is a passive electric sensor that turns deformation into an electric signal The device uses an array of film sensors to detect the location of the bed When a sensor is buried it does not move and does not output a signal when unburied the sensor is moved by the flow and outputs a small current Thus they can measure aggradation and degradation of surrounding soil These devices are typically very sensitive which can lead to false measurements 49 5 3 7 Time Domain Reflectometry In Time Domain Reflectometry TDR an electromagnetic pulse is sent down a rod buried vertically in the streambed When the pulse encounters a change in the boundary conditions i e the soil water interface a portion of the pulse s energy is reflected back to the source from the boundary The remainder of the pulse s energy propagates through the boundary until another boundary condition or the end of the probe causes part or all of the energy to be reflected back to the source By monitoring the round trip travel time of a pulse in real time the distance to the respective boundaries can be calculated This provides information on any changes in streambed elevation The instrument has the most complicated signal analysis of the instruments in this document Campbell Scientific sells a device to produce the pulse and analyze the return signal 5 4 Characterization Issues There is a limitation to the specificity of manufacturer data with regards to use of cer
178. or scour monitoring The sonar sensor does not require installation involving the bed of the river but is susceptible to debris Since there is a high likelihood for atypical scour at this site a sensor that measures both aggradation as well as degradation is important to determine if the sensor is monitoring the correct location Four of the five top sensors in the SMDF results are instruments that can measure aggradation as well as degradation Figure 7 17 Bridge 07038 pier 1 characteristic results Appendix A of the User s Manual provides more information and potential methods for mitigation of the unsatisfied characteristics 1 Sensor Not Exposed to Ice Debris Sonar mounted on this bridge is likely to be in contact with large debris Furthermore the solid piers do not provide good locations to place the sensor out of the way of the debris Sensor Resistant to Ice Debris Damage A robust cover for the sonar probe can protect the delicate sensor from debris Sensor Insensitive to Entrained Material This is an intrinsic characteristic of sonar and may be an issue at the site however proper instrument settings may lessen the effect of entrained bed material on the sonar device Free Standing Device This characteristic received some weighting because of the slight complexity of the upstream profile of the column pier This is likely not to be an issue with sonar as long as it is not directed at the footing of the pier
179. or these maintenance issues can range from 100 to 4000 depending on the severity of the problem 8 2 9 Total Costs The total cost of the system components is 17 600 including two float out devices The cost for the first system construction and programming is 13 500 assuming wages of 60 hour The total for system construction is then 31 100 dollars This excludes installation costs which is approximately 6 000 with a dive team The monthly cellular plan and the yearly evaluation would come to 1200 year Unplanned maintenance is usually very high for fixed scour monitoring so an estimate for the first year would likely be about 5 000 and decreasing to about 1 000 for following years 8 3 Additional Design Details The sensors are placed below the expected ice line during winter months to prevent problems due to freezing This offers uninterrupted readings as well as preventing the sensor from freezing into the ice If ice is determined to develop below the elevation of the sensors they will have to be relocated The location of the datalogger enclosure also requires additional attention The current location partially hidden behind the barrier is a compromise between ease of access by the administrator and by vandals The suggested location allows access to the datalogger enclosure without heavy equipment If vandalism issues prove to be more important the enclosure should be located under the bridge deck or the enclosure should
180. orksheet o neue ict iia C 11 5 3 2 The SMDF Computation worksheet c csicisiissietsccccsstencerstesteartecsdasiesadcensiern C 12 5 3 3 The Instrument Descriptions worksheet eese enne C 12 Software Support Contact Information scceecceceteesseeseecenneeconercontescettencenneneentees C 13 C 2 1 Project Introduction River scour at waterway bridges is a major hazard that can jeopardize bridge structure and human safety One approach to address scour issues is to monitor the bridge site using portable or fixed mounted scour monitoring methodologies The Scour Monitoring Decision Framework SMDF is a decision making tool developed by the University of Minnesota and the Minnesota Department of Transportation to assist personnel with evaluation and selection of available fixed scour monitoring technologies for a specific bridge and stream This document is the user manual for the SMDF A full report of the supporting research and application of this tool is available from the Center for Transportation Studies University of Minnesota The SMDF is designed for state or district level Mn DOT personnel responsible for waterway bridges Users should be familiar with river scour scour monitoring bridge structures debris and other issues relevant to scour The information for input into the SMDF is readily available at local or central bridges offices This manual recommends using the SMDF with a team approach Th
181. ort 396 Transportation Research Board National Research Council National Academy Press Washington D C Lagasse P F J D Schall and E V Richardson 2001a Stream Stability at Highway Structure Hydraulic Engineering Circular 20 Third Edition FHWA NHI 01 002 Federal Highway Administration U S Department of Transportation Washington D C Lagasse P F L W Zevenbergen J D Schall and P E Clopper 2001b Bridge Scour and Stream Instability Countermeasures Experience Selection and Design Guidance Hydraulic Engineering Circular 23 Second Edition FHWA NHI 01 003 Federal Highway Administration U S Department of Transportation Washington D C Marks V J 1993 Evaluation of Brisco Scour Monitors Final Report for Iowa Department of Transportation Project HR 155 Iowa Department of Transportation Highway Division Ames IA Mercado E J and M W O Neill 2003 Methods to Measure Scour Depth and the Depth of Unknown Foundations The 3rd International Conference on Applied Geophysics Geophysics 2003 FHW A FDOT Orlando FL December 2003 Mercado E J and J R Rao 2006 The Pneumatic Scour Detection System Symposium on the Application of Geophysics to Engineering and Environmental Problems Seattle WA April 2006 Mercado E J and J R Woodruff 2008 The Pneumatic Scour Detection System Development and Case History Proceedings from NDE NDT for Highways and Bridges Structural Materials Te
182. orting the bridge deck This increases the chances that debris will collect on the bridge Angle of attack and embankment angle are negligible The bed material is sandy but during driving of the rod for the NCHRP installation a buried cobble stopped driving prematurely Type of Scour Scour at this location is likely due to local scour around the piers and abutment Since the span is wide contraction scour is not an issue at this site Major flooding occurred in the area in 2007 72 7 5 1 Data Entry Bridge Identifiers The Bridge Scour Action Plan provided the information for the Bridge Identifiers tab It also provided the high water elevation 744 feet This is associated with the 100 year flood The 10 19 2008 Underwater Inspection report stated that the water level at the time of the inspection was 725 feet This was taken to be the typical water elevation The water velocity used in scour calculations was 4 8 ft sec Flow Conditions Root River is a sand bed river that has experienced major lateral movement since the bridge was built The floodplain is estimated to be about 10 channel widths and overbank flooding occurring about every 2 years The local curvature of the stream was measured using an aerial photograph and estimated to be about 8 degrees Bridge Conditions Average daily traffic is 2000 and the bridge is not due to be replaced within the next 10 years Lane closure is mild due to the low ADT The bridg
183. pans of rechargeable batteries under moderate cycling are between 4 7 years After this time a battery pack will not operate at full capacity Battery pack degradation can be detected with logged voltage readings The lifespan of sub system components is dependent on the operational environment Environmental conditions of heat and cold cycling moisture levels and humidity break down internal circuit components such that lifespan is reduced based on the severity of the environment 5 2 8 Serviceability This characteristic describes the ability of maintenance personnel to access and service the installed monitoring system This will also be a function of bridge characteristics as tall bridges may need more time and equipment for maintenance Serviceability can be categorized into the following categories 1 Access a Sensors b Datalogger Telemetry enclosure 2 Equipment complexity 3 Support equipment a Maintenance equipment b Computers Access to the equipment is the most important part of the serviceability Sensors that are at the level of the bed may require divers if the instrument starts to malfunction or requires maintenance The enclosure for the other components of the system should also be easy to access However the location of this enclosure will likely be more of a function of bridge geometry unless the enclosure requires a rigid connection to the sensor Equipment complexity will increase the hourly cost required to
184. parts A partial collapse of one of the piers triggered the interest in fixed scour monitoring The monitoring program eventually included a third bridge the Robert Moses Causeway over Fire Island Inlet The Sloop Chanel Bridge was replaced and is no longer instrumented The Wantagh Parkway Bridge and the Fire Island Bridge scour monitoring programs have been operating since 1998 and 2001 respectively The design and installation of these systems was complex due to the deep water pier configurations and high flow rates Hunt 2009 The contractor the responsible DOT NYDOT and the vendor ETI sensors all have telephone access to the system The vendor is the responsible party for programming the datalogger Installation and repairs have been costly because divers are required for maintenance The cost of the installations ranged from 30 000 to 50 000 per instrument Hunt 2009 Debris is not a major issue for these installations The telemetry system lowered ongoing costs but required a larger installation cost New York has also used Brisco sounding rods and magnetic sliding collars in its riverine systems but these instruments are no longer in use 4 3 4 Alaska The Alaska USGS has deployed numerous sonar based fixed scour monitors within a larger project The project s objective is to better understand scour at bridge sites and confirm scour calculation methodology The multiphase project began with HEC RAS modeling of the bridges
185. pecific bridge conditions Another suggestion from NCHRP Report 396 was to improve the methods used to estimate the location of critical scour at bridge sites so that monitoring can be concentrated in that area Tables included in Report 396 that are directly applicable to the current work are 1 Table 2 Comparison of Devices Tested With Mandatory and Desirable Criteria 2 Table 3 Equipment Cost Assuming Basic Level of Functionality BLF and Assumed Level of Research and Development 3 Table 4 Estimated Costs for Scour Measuring Systems 4 Table 5 Applicability to Scour Measuring Device for Pier and Abutment Geometry 5 Table 6 Applicability of Scour Measuring Devices for Flow and Geomorphic Conditions Sonar Scour Monitor Installation Operation and Fabrication Manual NCHRP Report 397a and Magnetic Sliding Collar Scour Monitor Installation Operation and Fabrication Manual NCHRP Report 397b Authors Schall J D G R Price G A Fisher P F Lagasse and E V Richardson Performing Organization Ayres Associates Sponsoring Organization Transportation Research Board National Research Council Publication Date 1997 These reports are manuals for the fabrication installation and operation of the two most field deployable technologies as determined by NCHRP Report 396 the sonar scour monitor and the magnetic sliding collar monitor Sonar monitoring uses a low cost commercially available sonic fathometer pointed at the lo
186. peration to monitor scour during a flood event the instrumentation to test the bleed off rate of the multiple porous plugs mounts off the bridge for safety Long air hoses would link the instrumentation to the air hoses stored atop the pipe A telecommunications link could transmit bleed off vs depth data to a central site for real time monitoring Some type of portable structure would be required on site at the bridge to protect this instrumentation from weather and vandalism during the scour monitoring period 9 5 Cost The cost is unknown due to their being no available units existing in the field or been tested C 75
187. perative Stream Gaging http www dnr state mn us waters csg index html RiverGages com U S Army Corps of Engineers http www2 mvr usace army mil WaterControl new layout cfm 21 Chapter 4 Assessment of Key Monitoring Installations 4 1 Introduction The experience of current and past users of fixed scour monitoring is invaluable in evaluating different types of instruments and the implementation of monitoring deployments The research team performed a literature review on fixed scour monitoring experiences and phone interviews with other states to determine the effectiveness of fixed scour monitoring instruments In addition to evaluating the experiences of using the instruments the bridge and stream conditions were determined to find their applicability to the Minnesota waterway bridge crossings In general Minnesota waterways are perennial rivers with debris and ice This assessment includes the three bridges in Minnesota 74004 23015 9003 that were outfitted with manually read sliding collar devices and their installation use and failure None are currently in use In addition interviews were conducted with other state agencies and the literature on installations was reviewed to assess experiences with fixed scour monitoring The key components of this review were 1 Overall approach of fixed scour monitoring program 2 Type of scour targeted for monitoring 3 Waterway types within state a Flow habits b Type
188. proximately 7 feet inside of the bridge deck The pier footing also required an offset for the conduit run Crews may have been able to install this offset lower on the pier had the installation occurred during a lower water level To accommodate these offsets the conduit run required four 45 degree bends and one 90 degree sweep The planned installation drawing is shown in figure 4 1 and a photo of the installed monitor is shown in figure 4 2 The rod was easily driven 13 feet into the bed and the total length of the conduit run was 47 feet Lagasse et al 1997 Sin Ss Steel Conduit Figure 4 1 Profile view of Bridge 74004 installation 23 Figure 4 2 Installed manual sliding collar on Bridge 74004 Installation took place in June 2003 Collar elevation readings were taken in December 1993 May 1994 August 1995 and August 1996 The December 1993 reading showed no movement since installation but the May 1994 reading indicated the collar had fallen two feet The later instrument readings show that no further degradation had occurred and recent underwater inspections have shown that the local bed has experienced aggradation While the visible portion of the conduit was still attached as of June 2003 no readings have been taken since 1996 because the system was no longer operational The highest discharge of record measured by the instrument occurred during installation Since then high flows occurred in 1997 and 2001 which were app
189. qq M fus 24 4 2 3 Bridg 9003 oseo 27 4 2 4 Lessons Lead coin il ana 29 4 3 Out of State Fixed Scour Monitoring Installations eene 29 4 3 1 WISCONSIN 2o eher oie eie A a 30 4 3 2 Californie ul dien ea aai b eb ecu dades tied 30 4 3 3 cA e A nine teae ete e e a a a E E E 31 4 3 4 Alas n 31 4 3 5 N 32 4 3 6 ca A E 32 4 3 7 Vermonto sei erensia 32 4 3 8 GAS ceste e Shieh dela a pA a A a a e a an 33 4 3 9 Nevada spiras inona Ta E a T stu ET E TES 33 4 310 Orea 34 4 4 Other ASSOSSEIODIUS o rtis dt Gated 34 4 5 Overall Review of Fixed Scour Monitoring Instrumentation esses 34 4 6 onn cM EC EM 37 Chapter 5 Characterization of Fixed Scour Monitoring TechnologleS oooonnoccnnnoccconaccnnonnninns 39 5 1 Ironie EE 39 5 2 Attribute Site e RN 39 5 2 1 Sensor ADE A A A A A CG R 40 5 22 Sensor Datalogger Interface eise OS RE AUI S das read Pe debet ee nC eU 42 3 2 9 Datalogger Personnel Interfa66 oso ea ue des ee e eR ICH sh a dae ce ERE SOR HON Ma 43 5 2 4 POWER cht 44 5 2 3 ATS Cat ACO 0 A A a ese Bee 45 5 2 6 Qr MEER 46 23 7 Eso L 47 5 2 8 DSELVICS ADIL Ys c E 47 5 3 Scour Monitoring Devices ia ca 48 5 3 1 Sonar Devices eM 48 5 3 2 Mag tic Sliding Collar il af
190. r lt lt lt Sensor Selected 2000 Datalogger Time Domain Reflectometry 3 650 Datalogger PSDS Datalogger Piezoelectric Film 1000 Datalogger Automatic Sliding Collar 4100 Datalogger 7 000 2 500 500 Datalogger Angle of Attack Greater Than 10 Degrees Local Curvature Greater Than 30 degrees Figure 7 16 Bridge 07038 pier 1 results 67 Scores Bridge 07038 Pier 1 Sensor Characteristics Comparison Sonar to Ideal Instrument 50 45 40 35 30 25 H 20 15 10 i M SS Q9 G d ge QU RS SOS S amp amp SF SF A T Q4 R Re e e 8 we Fd AX e e e e e amp ES RS C a i E S ES D PF GU PD QU x GD VM OS KF XK SP FFX QV a SS OF Q M d FOE SS e xs A o Ss x SOS CAN d e SU o 9 je x9 Q9 US K y ye S ag a B gt e X S QS e SS 49 Ss x Se e 5 9 qu d 49 0 Q aX d E o0 WS S e FS qw uo Le Q S O g N F Fy X 2 o SU x oe aS Ss SAS LISAS Eo O ss A FL SYS SF SS lt N e S E S N e B d io e S S E amp S d a 3l Pas Pd ES NS q9 Kd S VOS AS SS E M a aS S SOS i we Sl SU x e E r2 ES SF x A S S e amp ge e ee Se SE SE ee S e o o SS e c 9 X amp SU e se 9 a xe Instrument Characteristics E deal Instrument m Sonar Interpretation The results for pier 1 indicate that sonar is the best device f
191. re the riprap has not been buried Alternatively they may be buried in the sediment that has been deposited on the riprap down to the level of the riprap 5 Long System Lifespan Current float out technology uses batteries and has a limited lifespan This is an intrinsic characteristic of the float out but may change with advancements in technology such as tethered remotely powered float outs 6 Heavy Equipment Not Required for Maintenance If a float out has to be serviced heavy equipment will be required to retrieve the device If the float out is buried by hand under the riprap this may not be an issue In general these devices are low enough in cost such that abandonment of the old float out and installation of a new one may be the most cost effective strategy 7 Equipment Simplicity The wireless communication used by float outs is complicated and attenuation of the signal by water and soil may become an issue for the device Advancements of tethered float outs may simplify the equipment Final User Selection Installation of fixed scour monitoring for the spillthrough abutments for this bridge site will be difficult and requires extra attention A free standing device is desirable for this site A float out would likely be the best choice due to the flexibility with installation methods The location monitored is also critical for this site and will need additional attention Overall a more in depth analysis of the site is nee
192. res Mount transducer assembly 4 Route the transducer in conduit to instrument enclosure Small bridges may use ladder but otherwise snooper truck is required and mount with concrete anchors or band 1 5 Cost The cost is 6000 not including additional cost of the datalogger C 67 2 Manual Sliding Collar 2 1 Description Magnetic sliding collars ride on rods or masts that are driven or augured into the streambed A collar with magnetic sensors mounts on the streambed around the rod If the streambed erodes the collar moves or slides down the rod into the scour hole The depth of the collar provides information on the scour that has occurred at that particular location The magnetic sliding collar reads manually This manually read type requires a hollow metal tube to connect the sensor to the bridge deck For this reason the manually read sliding collar is susceptible to debris and ice 2 2 Components The components include the sliding collar assembly mounting hardware and the post 2 3 Power Requirements There are now power requirements for this type of monitoring technology 2 4 Installation When selecting a location for installing the ETI Scour Tracker SMC 3 AS 3 or other sliding collar support structure consider that there may have been a prior scour hole which may contain a buried tree branch rock or other debris Those obstructions could prevent the support structure from inserting to its full length into
193. res give higher scores to instruments 1 compatible with dataloggers that do not require a water air jet for installation that do not require a pile driver for installation that do not require an auger for installation that do not require heavy equipment for maintenance PoP BS C 47 1 3 8 Available Communication Definition This is the methods available for telemetry communication The available user selectable check boxes are for a Landline b Cellular c Other Nearby Telemetry d Telemetry at Site Information Location Available utility companies should be contacted to see if service is available For telemetry other agencies such as USGS that typically collect data at bridges should be contacted to see if telemetry resources may be combined Directions Landline should be restricted to landlines that cross the river using the bridge or are very near 50 yards to the bridge site Cellular modems typically need digital service to send data over cellular networks For cooperation with other agencies collaboration may or may not be possible Broad Effect Telemetry using one of the selectable communication networks is less expensive than satellite telemetry Additionally if telemetry can be shared with existing bridge or river monitoring systems initial and ongoing costs and maintenance of telemetry may be offset Use in SMDF As expected bridges with good local communication networks give higher scores to instrum
194. rial communications between the sensors and the datalogger This estimate of time is only for working time and does not include downtime for equipment delivery Programming will likely take two weeks and the following functionality should be incorporated in the program e Turn on cellular modem for fixed time s during the day for programming and data downloading A secondary remote system should notify administrator if cellular connection fails at designated times e Turn on cellular modem increase measurement frequency and or notify personnel if o Water level exceeds a maximum threshold i e 50 year flood elevation o Water level changes by a large amount between readings o Bed elevation at either pier fall below a set threshold 1 e 5 feet above scour critical elevation o Bed elevation changes by a large amount between readings o Battery voltage falls below a designated value o Communications with sensors fail e Repeat readings before notifying personnel to keep false warnings to a minimum e Acceptable power budgeting 83 To keep power consumption to a minimum the cellular modem should be powered off for the majority of the time Short designated periods will allow remote administrator access and scheduled data downloads at prearranged times The power budget of the system is very important The following table lists the solar panel output and the power consumption of system components along with their likely daily usage Table 8 6 Pow
195. rovide this information C 46 Directions Determine travel time for responsible personnel to get to site Broad Effect Bridges which are further from the responsible agency for monitoring benefit more from monitoring systems with datalogger capabilities Use in SMDF Bridges further from the responsible agencies give higher scores to instruments 1 that are vandal resistant 2 compatible with a datalogger 1 3 7 Ease of Lane Closure Definition This is the general ease of closing lanes for servicing scour monitoring equipment Characteristics of bridges which have lanes that are easily closed are low ADT large shoulders multiple lanes a low speed limit and a good view of the bridge from the approaching roadway The user selected options are a Easy b Mild c Difficult Information Location Personnel familiar with prior work on the bridge would give the best selection Directions An example of an easy lane closure would be one that satisfies most of the above characteristics A mild lane closure would satisfy about half of the characteristics and a difficult lane closure would satisfy nearly none of the characteristics Broad Effect All installation maintenance or use of scour monitoring equipment that requires personnel to work from the bridge deck requires lane closure Bridges where lane closures are more difficult prefer the instruments that do not require them Use in SMDF Bridges which have difficult lane closu
196. roximately ten year events 4 2 2 Bridge 23015 Bridge 23015 is on T H 16 crossing over the Root River 5 miles west of Rushford in District 6 This bridge has a history of significant debris The current rating is R Critical Monitor which was changed from I Low Risk in 2004 The significant rating change was due to the lateral migration of the river toward the east abutment of the bridge A stream section survey taken in 2004 showed pier 4 buried in a point bar This occurred sometime after a 2000 survey and left the bed around pier 4 above typical water levels Figures 4 3 and 4 4 illustrate the downstream migration of the point bar Figure 4 5 shows a large area of the bank caving in near the east abutment Figure 4 4 also shows an installed concrete curtain wall installed to reduce debris caught between the piles 24 Figure 4 3 Point bar before deposition around pier 4 looking west unknown date Figure 4 4 Point bar after deposition around pier 4 looking west January 2009 25 The bank cutting has since been stabilized by extending the riprap further down the slope but the main channel is now constricted around pier 5 between the point bar and the riprapped abutment This series of events shows how river migration can influence the effectiveness of monitoring equipment after installation Installation took place in June 2003 The instrument was located on the upstream side of pier 4 on the west side of t
197. rposes of clarification Other major characteristics derived from river morphology are curvature lateral movement and stream stability Curvature is a local variable at the bridge site that describes how much the stream direction is turning Erosion on the outer bank of the bend and deposition on the inner bank is a general trait in meandering rivers and can have devastating effects on a bridge if it crosses at a bend Additionally lateral migration adversely affects structures by attacking portions of the bridge not initially designed to be threatened by erosion changing the angle of attack on piers and abutments and or contracting the waterway with deposition on the inner bank 11 Vertical stability of a river at a bridge crossing appears in the form of overall channel bed degradation or aggradation Changing headwater tailwater and or sediment loading conditions cause these changes in bed elevation The time scale of these effects can be long decades or short days depending on the cause Short term changes generally result from a nearby structural failure such as check dam washout or an abrupt avulsion or cut off resulting in an overall shorter reach of river These types of abrupt changes are not common but potential for these occurrences should be noted for the site Long term channel bed degradation usually does not have a significant effect on bridges in Minnesota since its time scale is usually much longer than the life of the str
198. rs inside Custom Steel Shell El 747 5 Top J a Typical Bed El 743 Scour Critical El 733 ues Bottom Footing El 731 03 Figure 8 1 Bridge 07011 pier 4 sonar installation 8 1 2 Sonar and Stage Sensor Assembly The following tables contains suggested parts list for the sonar and stage sensors Table 8 1 Sensor enclosure components for Bridge 07011 Manufacturer Cost Item Quantit Sonar Sensor Tritech Ltd DST Micron EchoSounder Water Level Pressure Sensor Campbell Scientific CS450 L Sensor Enclosure Custom The sonar and stage sensor components are only suggestions and may be replaced by equivalent parts The stage sensor is optional but it will contribute to the data set collected at the bridge site and aid with troubleshooting the system The pressure range of the instrument should be at least 25 feet of water The enclosure that contains the sensors should e Be robust enough to withstand debris impacts Not impede the line of sight of the sonar device Angle the sonar away from the footing Not impede the operation of the stage sensor Mount rigidly to the front of the pier Connect directly to conduit to eliminate exposure of wires to debris Not cause damage to instruments during winter freeze up 80 8 1 3 Conduit The conduit from the sensor enclosure to the datalogger enclosure should be robust enough to protect from debris damage carry the wires for the sonar and s
199. s Other bridge conditions that have no effect on hydraulics but do affect instrumentation design and placement are Geographical location Boat snowmobile traffic Pedestrian traffic Available power sources Available methods of telemetry Bridge replacement schedule Available real time data for local river reach Qu duet bacs n Geographic location has numerous impacts on instrumentation The distance from the responsible DOT office is a concern if manual readings are required during a flood event Vulnerability to vandalism also requires consideration Data collection systems on bridges with pedestrian traffic will generally attract more vandalism Distance to homes amount of average daily traffic and proximity to highly populated areas also affect the potential for vandalism Additionally boat snowmobile traffic can lead to instrument damage or cause safety hazards Power sources and telemetry are important considerations for fixed scour monitoring instrumentation Available power allows for more complex scour monitoring implementations and telemetry options for each bridge are site specific Some sites may have existing monitoring systems already employing telemetry which could transmit the additional scour monitoring data USGS stage monitoring stations are an example Nearby phone wires may allow for a landline connection to the site Otherwise wireless methods must be employed if telemetry is deemed essential Good cellular or ra
200. s Better routing and direct connection of the pipe to the pier may have reduced damage to the conduit However the high water conditions under which the instruments were installed prevented the best possible mounting Sites in other states where no water was present at the time of installation have proven to be less susceptible to debris although these sites may have less debris loading than Minnesota waterways Before driving rods installers should carefully review available subsoil information from boring logs Crews should perform installations during low water to achieve optimal conduit runs This involves running conduit along the upstream profile of the pier as much as possible Finally the stream migration at Bridge 23015 illustrated that the lateral movement of the stream can quickly make a deployment ineffective The shifting river caused aggradation at the monitored pier and moved the thalweg toward a different pier 4 3 Out of State Fixed Scour Monitoring Installations In Monitoring Scour Critical Bridges a nationwide survey and literature review identified 37 states that have installed fixed scour monitors A literature review within the current project was 29 performed to find which states had the most interesting cases Several states were contacted to discuss their experiences The contacts are listed at the end of this section States were selected for contact based on the proximity to Minnesota notable scour monitoring pro
201. s for personnel to regularly visit the site and collect data Bridges with oversized shoulders or pedestrian paths provide better locations for work In addition poor visibility due to hills or curves in the approaching roadway can cause additional hazards to personnel Alternatively equipment placed in locations that are difficult to access will help to prevent vandalism 3 3 2 Superstructure The bridge superstructure is the component of the bridge that spans the abutments and piers and includes the bridge deck Since the equipment used for logging reading is often located on the superstructure and the sensors are usually located on the bridge substructures the dimensions and layout of each relative to each other is important to system design If wire conduit runs are necessary the height of the superstructure adds to the overall cable and conduit lengths If water elevations rise above the bottom of the superstructure during a flood these runs need to be securely mounted to reduce the risk of damage due to flow and or debris 3 3 3 Pier Geometry Other geometric information regarding the piers requires consideration when installing instrumentation This not only involves physical attributes of the piers but also the number and their location in the channel Piers never exposed to water are not of interest in the present work Pier type and shape affect how instrumentation may be mounted and conduit wire routed It is important to determine the
202. s mostly limited to local pier scour A dike and the dolomite rock feature contain the river upstream of the bridge Real time stage monitoring is located 2 3 river miles upstream of the bridge 7 3 1 Data Entry Bridge Identifiers The Bridge Scour Action Plan provided the information for the Bridge Identifiers tab It also provided the high water elevation 775 feet This corresponds to the 100 year flood event The 10 24 2008 Underwater Inspection Report stated that the water level at the time of the inspection was 748 7 feet This was taken to be the typical water elevation The water velocity used in scour calculations was 8 5 ft sec 62 Flow Conditions At the bridge site a massive dolomite feature bounds the river on the east side and a dike on the other so there is essentially no floodplain The river is active because of the sandy bottom and fast moving current There is no curvature of the river at this location Bridge Conditions The Bridge Inventory Report lists the average daily traffic as 22 000 vehicles The bridge is located within the city of Mankato MN and is not due for replacement within the next ten years Bridge closure was estimated to be difficult because of the high speed of traffic and high ADT The area is covered by digital cellular service There is also a gaging station approximately 2 miles upstream so Nearby Telemetry is also applicable It is unknown if there is available power at the bridg
203. s of scour c Debris issues 4 Types of instruments used a Successes b Failures c Other 5 Data retrieval methods 6 Other additional flow monitoring warning protocols 4 2 Minnesota Fixed Scour Monitoring Installations Minnesota has outfitted three bridges with fixed scour monitoring equipment All three utilized the manually read sliding collar device This work was performed in collaboration with NCHRP Project 21 3 which culminated with NCHRP Report 396 Instrumentation for Measuring Scour at Bridge Piers and Abutments All scour monitoring systems were installed using a pneumatic jackhammer and a snooper inspection truck All three installations took place during high water events in June of 1993 over the course of two days ETI Instrument Systems supplied the monitors at a total cost of 10 800 4 2 1 Bridge 74004 Bridge 74004 is on Trunk Highway T H 14 crossing the Straight River 30 miles west of Rochester in District 6 The current rating is N Stable Scour in Footing or Pile This indicates the calculated scour depth does not reach below the elevation determined to cause bridge failure Calculated maximum scour is at the level of the footing 22 This bridge has solid piers and the instrument was mounted on the upstream side of pier 1 on the west side of the bridge The conduit ran along the pier as much as possible to lessen susceptibility to debris The vertical portion of the upstream pier profile is ap
204. s over rivers with boat or snowmobile traffic give higher scores to instruments 1 that are vandal resistant 2 that can be validated for correct operation 3 that have a wireless sensor connection C 44 1 3 3 Average Daily Traffic Definition This is the number of vehicles that cross the bridge on an average day Within the SMDF the categories are split into a Less that 1000 vehicles per day b 1000 to 5000 c Greater than 5000 Information Location Bridge inventory inspection reports Directions Broad Effect Bridges with higher ADT s are assumed to be less susceptible to vandalism on the deck as there is a near constant flow of traffic Also bridges with high ADT s will be more difficult to divert traffic so datalogger compatibility is preferred as is instruments which do not require heavy equipment for maintenance Use in SMDF Bridges with low ADT s give higher scores to instruments 1 that are vandal resistant Bridges with high ADT s give higher scores to instruments 2 compatible with a datalogger 3 that do not require heavy equipment for maintenance 1 3 4 Bridge Replacement Schedule Definition This is the anticipated replacement schedule of the bridge This may be due to scour related or other issues The user selectable options are a Less that 2 years b 2 to 10 years c Greater than 10 years Information Location Mn DOT bridge office should have this information Directions Broad Effect
205. s suit neci ia NE EEEE E ERS C 16 1 3 Upstream Pri but A A EERS C 16 1 4 Downstream Mas da C 16 1 5 Local Curvature venci n di nieces C 17 1 6 Clay SONS O C 17 2 Critical Instrument Characteristics A A nat C 18 2 1 Indirect Measurement iie det onte toe E i esias C 18 22 Continuous Measurement st ioca ended ad C 18 23 Measures Current Bed Level uto A a h C 19 2 4 Measurement Range Greater Than 10 Feet esee C 19 2 9 Correct Operation Validation a e et eere tt hes tenen euro e e e Pep ved C 19 2 6 Instrument Not Exposed to Ice Debris eere C 20 Dal Instrument Resistant to Ice Debris Damage eene C 20 2 8 Sensor Insensitive to Entrained Material eee C 21 2 0 No Moving Par innata Delia C 21 2 10 Pres Standing Devi initial C 21 21 Vibration Failure Resistant accio C 22 212 Go tJ IDE C 22 2 13 Resistant to Ultraviolet Radiation eid eie dudes C 22 2 14 Insensitive to Entrained Air lili en e OE C 23 2 15 Vandal Resistant mtu cuti su nist acters at eod OS Aoi C 23 2 16 Datalogger Compatibility with Sensor ooooonnncccnnncccnoncccnoncccnonanononnnonancnnnnnnnos C 23 2 17 Wireless Sensor CONE dt C 24 2 18 Water Air Jet Not Required for Installation eene C 24 2 19 Pile Post Driver Not Required for Installation eene C 25 2 20 Auger Not Required for Installation eese C 25
206. s them in the SMDF Report worksheet For a complete description of how this report is generated see section 5 3 SMDF Computation The first box on every report contains general information about the bridge site Each remaining box pertains to each foundation of the bridge site entered into the SMDF The first line contains the name that the SMDF uses to identify the structure followed by the description entered by the user A list of instruments follows with their respective percentage score and cost The report also indicates the user selected instrument to the right of the scores The instruments are listed starting with the highest percentage score Additionally warnings of bridge site attributes that drastically affect the installation of fixed scour monitoring equipment are listed below the scores They affect the location of scour at the particular bridge site to differ from typical locations Typical locations of scour are at the nose of a pier and at the upstream portion of an abutment Additional information on each warning can be found in the beginning of Appendix A 5 2 2 Summary Charts worksheet This worksheet contains a bar chart for each foundation entered for the bridge in the Current Bridge pull down menu The chart lists all of the characteristics as categories and shows the importance of each Additionally if a sensor is selected from the user forms a second set of data shows whether the sensor satisfies the characteristic Ch
207. s to instruments 3 that do not require an air water jet for installation 4 that do not require a pile driver for installation C 60 5 that do not require an auger for installation 2 3 4 Countermeasure Type Definition This is the type of countermeasure currently in place at the location where the scour instrumentation is to be located The user selectable options are a None b Riprap Dumped rock of a size that is easily moved manually c Concrete Any massive structure that cannot be moved manually This should include concrete aprons concrete embedded riprap and large gabions Information Location The bridge file or bridge plans should have any information on placement of countermeasures at the bridge site but a field visit is the best source of information Directions Other types of countermeasures should be placed into the category that it fits best into Broad Effect The type of countermeasure will mostly hinder installation of most types of scour instrumentation however with riprap float out installation may be greatly simplified Use in SMDF Sites with countermeasures give higher scores to instruments 1 that have no moving parts 2 that do not require an air water jet for installation 3 that do not require a pile driver for installation 4 that do not require an auger for installation 2 3 5 Countermeasure Condition Definition This is the current condition of previously installed countermeasures desig
208. scour monitoring plan resulting in workplans Chapter 2 Literature Review 2 1 Introduction This literature review provides a summary of relevant scour monitoring literature available at the time of the study and connects existing technologies techniques and experiences to scour monitoring challenges in Minnesota Only fixed instrumentation is considered This review relies heavily on National Cooperative Highway Research Program NCHRP Reports 396 397a 397b and the monitoring portion Chapter 7 of Hydraulic Engineering Circular HEC 23 Additionally sources included in this review cover areas not addressed in the NCHRP and HEC studies The literature review begins with the sections of the Federal Highway Administration FHWA documents listed above that are directly related to fixed monitoring of scour followed by other FHWA documents on the broader topic of stream stability and scour at waterway crossings The remainder of the review discusses instrument specific literature and includes an overview of ongoing research at other Departments of Transportation DOTs 2 1 1 FHWA Literature Specific to Fixed Scour Monitoring A set of three NCHRP reports substantially defined the current state of knowledge as of 1997 regarding fixed bridge scour instrumentation in the U S The reports are e NCHRP Report 396 Instrumentation for Measuring Scour at Bridge Piers and Abutments e NCHRP Report 397a Sonar Scour Monitor Installation Opera
209. ser form pop up balloons appear for some of the inputs but all of the inputs are described in Appendix B gt Click Delete Currently Selected Foundation to delete the pier or abutment currently in the pull down menu gt Click View Edit Foundation Specific Data to load the user form for entering information about the selected bridge foundation Selecting a different foundation from the Current Abutment or Pier pull down box automatically brings up this same user form 5 1 4 SMDF Results Click View Report to view the results of the SMDF located on the SMDF Report worksheet If the user has not fully entered all of the information the button is disabled Highlighted text below the View Edit buttons for both Current Bridge and Current Abutment or Pier will indicate whether additional information 1s required See Figure 2 for an example of the SMDF Report Fixed Scour Technology Results Summary Report Date 8 12 2009 Site Summary 6468 6 TH 56 Rose Creek Mower O Stable A ction Required East Abutment Score Percent Score Cost No Sensor Selected 76 2000 Datalogger 75 6000 Datalogger 73 Datalogger 72 1000 Datalogger 71 7000 Datalogger 70 4100 Datalogger 68 Datalogger 61 2 500 Tilt Angle Vibration Sensors 42 500 Datalogger Local Curvature 10 to 30 degrees Abutment West West Abutment Sensor Type Score Percent Score Cost Float Out 76 2000 Datalogger lt lt lt Sens
210. service the instrument and or the amount of time needed to complete maintenance For very complex maintenance or failure vendors may be required to correct the problem 47 The support equipment for most types of instruments will include a laptop computer and various tools These are anticipated to be readily available unless a specialized piece of equipment is required 5 3 Scour Monitoring Devices This section provides a summary of the classes of scour monitoring equipment commercially available and initially considered in the SMDF The SMDF is capable of inputting new instruments as they become available Other methods in development such as Pneumatic Scour Detection System PSDS Mercado 2003 are not included in this overview but may be characterized using the categories above The following sections describe each instrument Each of the instruments are presented in general terms Sonar devices magnetic sliding collars and float out devices are further described in terms of the characteristics presented in the previous sections This shows how the characteristics can be used to fully describe the important aspects of each instrument In the SMDF all of the instruments are described in terms of the characteristics presented A table of various sensors vs sensor attributes is summarized in Table 5 2 5 3 1 Sonar Devices The sonar instrument measures distance based on the travel time of a sound wave through water The data logger c
211. should provide the reliability needed for the high ADT bridge The SMDF did not return any warnings about atypical scour conditions so the installation should place the sonar at the upstream side of the first pier looking directly at the bed in front of the footing There are a few methods for telemetry at the site The agencies operating the stream gages upstream and downstream of the bridge should be contacted about possibly sharing telemetry Otherwise digital cellular service is available in the area 7 3 Bridge 07011 Overview Bridge 07011 is in Mankato MN in District 7 It is located on Trunk Highway 14 crossing the Minnesota River Monitoring is necessary for 100 year flood events The bridge crosses above the edge of a massive dolomite rock feature extending toward the east All of the foundations on the eastern portion of the bridge sit on spread footings Only piers four and five are susceptible to scour The distances from the deck to the spread footings are 80 and 70 feet respectively The river is straight 61 Log T LI bh Bridge 07011 t ENT E A Pizure 7 11 Bridge 07011 profiles of piers 53 through 6 Current Scour Countermeasures The piers are solid and aligned with the flow direction One abutment is vertical and the other is spillthrough The spillthrough abutment is heavily riprapped and the vertical abutment sits on top of the vertical face of the dolomite feature Type of Scour Scour i
212. sily positioned and the installation hole does not refill easily during installation Therefore where there is water at typical water elevations this method is to be avoided and in general is preferred to be avoided due to the heavy equipment necessary Negative Aspects None Potential Improvements for Non Applicable Instruments Other methods for burial may be possible For example float outs may be buried beneath riprapped abutments 2 21 Long System Lifespan gt 10 Years This characteristic indicates the monitoring equipment has an expected lifespan of more than 10 years Components that may lead to short instrument lifespan are batteries in sensors or other portions of the instrument that decay over time Positive Aspects A system with a long lifespan will be much better for long term monitoring and will reduce the need for reinstallation C 25 Negative Aspects None Potential Improvements for Non Applicable Instruments Depending on the type of instrument portions of the instrument that shorten the lifespan may be accessible and replaced to extend the lifespan 2 22 Heavy Equipment Not Required for Sensor Maintenance This indicates that large equipment primarily a snooper or diving equipment is not required to maintain and repair the scour sensor and associated conduit wiring Telemetry and datalogger devices are independent of this as the type of sensor selected will normally not affect the location of this eq
213. sis Input Office Data Collection 4 Site Visit Evaluate CM Options with Matrix Tidal Hydraulic Structural Field Data Collection gt Define Classify Stream Y Plot Scour Prism Evaluate Stream Stability i Environmental Y Multi Disciplinary Evaluation Considerations Permitting Assess Stream Response Hydraulics Structures Geotechnical Y Establish Level of Analysis New Bridge revise design Install CM Implement Monitoring Plan Inspection 4 Maintenance Low Risk Figure 2 1 Flow chart for scour and stream analysis and evaluation Reprinted with Permission of the Department of Transportation Federal Highway Administration from Lagasse et al 2001a Stream Stability at Highway Structure HEC 20 FHWA NHI 01 002 Authors Lagasse P F J D Schall and E V Richardson Performing Organization Ayres Associates Sponsoring Organization Federal Highway Administration US Department of Transportation Publication Date 2001 HEC 20 covers stream stability and presents detailed information including influences of bed material the affects of local bends and head and tail water control on bed erosion and deposition The lateral and vertical stability of a channel directly affects the successful implementation of a scour
214. ssary if any questions about an input arise The order in which items are listed is the order in which the inputs are encountered while moving through the Scour Monitoring Decision Framework After each user input is a list of the following applicable definitions of the input Definition A brief definition of the Input Information Location The documents that contain the input information Directions Any special directions needed for the input Broad Effect How the input relates to the overall implementation of scour monitoring devices Use in SMDF Specifically where the input is applied in the Scour Monitoring Decision Framework and how it affects results C 31 1 Overall Bridge Characteristics These inputs are relevant to the entire bridge structure They may or may not play a role in the decision of instrumentation for each bridge foundation entered If they are applicable they are automatically loaded in the decision matrix for each foundation Characteristics that are not applicable to instrumentation selection may be used to 1 trigger potential problems with the specific bridge site which may be outside the scope of the framework 2 help construct an overall instrumentation plan for the bridge or 3 determine installation and maintenance needs C 32 1 1 Bridge Identifiers These inputs are not used in the decision making protocol but are used to fully identify the bridge 1 1 1 Bridge Number The number assigned to
215. susceptible to false readings The SMDF does not realize this extreme condition and it is up to the user to make the best choice given this circumstance The sonar sensor will require that extra measures be taken to protect it as well as the wire connecting the sonar to the data logger system A float out device would eliminate this problem but would require an innovative installation method since the water is typically 10 feet deep Telemetry would be useful at this site but cellular coverage may be spotty In addition no warnings for the site came up so scour at this site is likely typical i e the deepest scour is located at the front of the pier The chosen sensor should be located so that the bed directly in front of the pier is monitored 7 5 2 2 North Abutment SMDF Results The following figures show the SMDF Report and Summary Chart for the north abutment 75 Abutment North North Abutment Sensor Type Score Percent Score Cost Float Out 81 2000 Datalogger lt lt lt Sensor Selected Time Domain Reflectometry 78 3 650 Datalogger Automatic Sliding Collar 75 4100 Datalogger Piezoelectric Film 74 1000 Datalogger Sonar 71 6000 Datalogger PSDS 66 Datalogger Sounding Rods 65 7 000 Manual Sliding Collar 57 2 500 Tilt Angle Vibration Sensors 43 500 Datalogger Figure 7 24 Bridge 23015 north abutment results Bridge 23015 Abutment North Sensor Characteristics Comparison Float Out to
216. t 2005 1374 U S Geological Survey Reston VA Winter W A 1995 Monitoring Bridge Scour with Buried Transducers FHWA CA TL 95 16 California Department of Transportation Sacramento CA Yankielun N E and L Zabilansky 1999 Laboratory Investigation of Time Domain Reflectometry System for Monitoring Bridge Scour Journal of Hydraulic Engineering 125 12 1279 1284 Zabilansky L J 1996 Ice Force and Scour Instrumentation for the White River Vermont Special Report 96 6 Federal Highway Administration Washington D C Internet cited January 2008 http www crrel usace army mil techpub CRREL_Reports reports SR96_06 pdf 97 Appendix A Synopsis of Scour Critical Trunk Highway Bridges in Minnesota Pier Type Pier Foundation Abutment Type Abutment Foundation Number of Piers Vertical Motion Angle of Attack degrees Deck to Bottom of Footing ft Deck to Bottom of Piling ft Lateral Offset From Deck to Pier Edge ft Countermeasures Bed Material Pile Bent Column Bent Solid No Footing Piling Only Spread Footing No Piling Pile Cap Footing with Piling Spillthrough Vertical Spread Footing No Piling Pile Cap Footing with Piling 3 or more Degrading Aggrading 19 and less 20 39 40 19 and less 20 39 40 2 and less 3 6 6 None Grouting Fabric or Riprap Riprap Clay Soil Loam
217. t are free standing devices 2 2 10 Lateral Deck Offset from Pier Definition This is the lateral offset from the edge of the deck to the vertical run of the upstream edge of the pier For example on hammer head piers there is a lateral offset from the edge of the deck to the upstream edge of the pier This affects mounting of instrumentation and routing of wires and conduits User selectable options are a Oto 3 Feet b 3 to7 Feet c Greater Than 7 Feet Information Location This value is not a typically given bridge dimension and will likely have to be found from bridge plans using other given dimensions Directions The object of this characteristic length is to determine how far under the bridge wiring or conduit will have to be run to mount them on a sturdy portion of the bridge Broad Effect Since debris is a major issue for scour monitoring mounting equipment directly onto the bridge structure is very important This characteristic helps resolve the issue of the ease of mounting instrumentation directly to the bridge structure Use in SMDF Bridges with large lateral large deck offsets from the pier nose give higher score to instruments 1 that are freestanding 2 that are vibration resistant 3 that have a wireless sensor connection 4 that do not require an air water jet for installation 5 that do not require a pile driver for installation C 57 6 that do not require an auger for installation 7 that do not
218. t in this category is sonar Positive Aspects A positive aspect is that the instrument does not need to extend all the way to the bed Negative Aspects None Potential Improvements for Non Applicable Instruments This is definite characteristic of instrument and cannot be mitigated 2 2 Continuous Measurement This defines that the instrument uses a single transducer to measure the depth as opposed to multiple transducers that detect the presence of bed sediment at a given elevation These usually use time of return type systems i e sonar Positive Aspects Research quality data and single transducer to read C 18 Negative Aspects None Potential Improvements for Non Applicable Instruments The proper choice of the number and location of discrete sensors can optimize the relationship between instrument complexity and resolution 2 3 Measures Current Bed Level This determines if a sensor can measure aggradation at a likely scour location The two reasons why this would be good is that the data may be more appropriate for research and the sensor may indicate a laterally migrating channel and scour conditions may have changed since last examined Positive Aspects Research quality data and possible indicator for lateral migration Negative Aspects None Potential Improvements for Non Applicable Instruments Instruments that cannot automatically measure aggradation may be able to be reset sounding rods or another d
219. t methods of installation and susceptibility of the sensor to debris Mounting requirements differ for various types of instruments Sensors are mounted on bridge foundations installed vertically in the bed of the river or buried below the 41 sediment surface Sonar probes need to be mounted such that they transmit a ping which has a path that is nearly perpendicular to the bed surface which is reflecting it Robust mounting frames are necessary to support sonar if the anticipated location of scour is not close to the bridge foundation Environmental specifications relate the reliable operability of monitoring sensors in the presence of adverse temperatures forces and other environmental conditions Electronic devices are more susceptible to environmental factors Usually performance specifications are clearly stated by instrument manufacturers Some environmental hazards may also affect non electronic sensors as well As an example vibrations can move driven rods and cause self augering into the bed yielding incorrect readings Thermal limitations define the temperature range over which the system components or components are designed to operate or store while inoperative This type of specification is most applicable to electronic instrumentation Shock resiliency refers to the capability of the installed monitoring system components to withstand high forces under transient conditions such as blunt force impacts and maintain re
220. tage sensors and mount rigidly to the pier Table 8 2 Sensor datalogger connection components for Bridge 07011 Manufacturer Cost Unit Quantity Sonar Sensor Wiring 4 Wire Plus Shield 1 00 90 ft Pier 4 Sonar cu Wining 4 Wire Plus Shield 1 00 240 ft Water Level Pressure Campbell Designate Length with 1 45 90 ft Wiring Pier 4 Scientific Sensor Order Flexible Conduit POE ERE Pier 4 1 Liquid Tight Conduit 1 67 30 ft Flexible Conduit DONORS Pier 5 1 Liquid Tight Conduit 1 67 170 ft 1 Stainless Steel Pipe Conduit Pier 4 10 Lengths 154 31 6 each 1 Stainless Steel Pipe A Conduit Pier 5 10 Lengths 154 31 5 each Conduit Clamps 1 Heavy Duty Pipe Clamp 1 52 30 each Various Pipe Fittings 1 Fittings 100 1 The sonar sensors come with short lead lengths with waterproof connections to the probes Waterproof splices need to be added to get the total desired length Campbell Scientific supplies the stage sensor with customer specified wire lengths Flexible waterproof conduit is used for the wire housing from the datalogger enclosure to the underside of the hammerhead portion of the pier From here to the sensor enclosure 1 inch stainless steel pipe is specified due to its added strength 8 1 4 Datalogger Enclosure The enclosure is mounted on a 1 2 pipe rigidly attached to the south guardrail The solar panel and cellular antenna are also mounted to t
221. tain monitoring system technology in adverse environmental conditions This data will either need to be specifically requested from the manufacturer if specific testing has been accomplished and documented or will need to be approximated based on experience with the monitoring system design 50 Direct Indirect Measurement Tilt Sensors Indirect Table 5 1 Indirect Common fixed scour instrumentation attributes Manual Sliding Collar Direct Automatic Sliding Collar Direct Float Out Devices Direct Sounding Rods Direct Time Domain Relectometry Direct Piezoelectric Direct Direct Continuous Discrete N A Continuous Discrete Discrete Discrete Continuous Continuous Discrete Discrete Maximum Range ft N A 30 5 5 N A 5 5 5 20 Measured Depth Current Deepest Datum Exceeded N A Current Deepest Deepest Datum Exceeded Deepest Current Current Current Failure Detection Yes No No No No No Yes Yes Yes Exposed to Debris No Maybe Yes No No Yes No No Yes Resistant to Debris Damage N A No No No N A Yes No No Yes Sensitive to Aerated Flow No Yes No No No No Maybe No No Sensitive to Suspended Sediment No Yes No No No No Maybe No No Moving Parts No No Yes
222. tal conditions under which it operates Most physical sensors are constructed from mild or stainless steel depending on requirements Steel is also routinely used to support and protect electronic sensors 5 2 2 Sensor Datalogger Interface The sensor to datalogger interface involves the transfer of measurements from a sensor to a datalogger where simple measurement processing and data storage takes place Additionally the datalogger controls the sensor s measurement protocol This interface is not present for manually read instruments If datalogging is used the sensor subsystem may generate either an analog output such as a voltage that is converted to a scour depth or digital output The conversion and storage of the data occurs in the data logger 42 Attributes of this interface include 1 Datalogger Compatibility 2 Connection Method a Wired Wireless b Exposure to Ice Debris c Resistance to Ice Debris 3 Communication Protocol a Digital Analog 4 Capable of Reading Multiple Sensors If a sensor does not connect to a datalogger the sensor must be read directly by personnel Examples of these types of instruments are manually read magnetic sliding collars and simple sounding rods The connection between the sensor and the datalogger usually involves a number of wires one of which may carry power to the sensor making an individual power source at the sensor unnecessary Float outs make a wireless connection to the datalog
223. tanding the Lowering of Beaches in Front of Coastal Defence Structures Phase 2 Technical Report HR Wallingford UK Authors Sutherland J et al Performing Organization HR Wallingford Sponsor Organization Department of Environment Food and Rural Affairs UK Publication Date 2006 This document describes a vertical 1 D array of piezoelectric devices attached to a single driven or buried rod The sensors generate a voltage when moved by flowing water but are quiescent when buried Beginning in 1996 these devices were used for three years to successfully track the tidal effects of cyclic scour at the toe of a coastal wall in the UK Individual sensors within the array started to fail after one year of use Laboratory Investigation of Time Domain Reflectometry System for Monitoring Bridge Scour Authors Yankielun N E and L Zabilansky Publication Date 1999 Laboratory research on a time domain reflectometry system designed to determine a bed water interface was conducted The technique works by measuring the return of an electromagnetic pulse sent through a driven or buried rod Each change in medium through which the signal travels returns a portion of the signal and the distance is proportional to the return time Errors of scour depth of 5 of the total sensor length were reported in the controlled test setup Problems involving signal attenuation over long wire runs and sensor lengths were anticipated in potential field appli
224. tations to determine which instrument best satisfies the sensor characteristics required at the bridge site The resulting scores are compared to an ideal instrument and a percentage type score is given for each instrument 4 3 SMDF Computation blue tabs The SMDF Computation worksheets blue tabs are where the program combines the user input with two pre determined multiplier matrices to determine the importance of each sensor characteristic for a particular bridge site 4 4 Administration Notes white tab The Admin Notes work sheet gives step by step instructions for adding additional instruments deleting instruments and changing weighting factors in the SMDF 5 Using the SMDF The user enters all of the information through the SMDF Input worksheet and the results are reviewed in the SMDF Report worksheet and Summary Charts worksheets Additional information about the instruments is found in the Instrument Descriptions worksheet During data entry users can consult Appendix B on questions about input parameters While reviewing the results from the SMDF users should note instrument characteristics important to the bridge site but not satisfied by the selected instruments Appendix A contains information about all of the instrument characteristics including potential improvements to the sensor to help mitigate its deficiencies C 4 5 1 SMDF Input The SMDF Input worksheet is where the user enters all of the bridge and stream c
225. tem for pier 4 including conduit routing is shown in Figure 8 1 A 1 1 2 pipe is mounted on the outside of the south guardrail to mount the antenna solar panel and datalogger enclosure Flexible conduit containing wiring for the stage sensor and sonar device runs down under the deck along the I beams and down the side of the pier until the incline of the hammerhead pier is reached At this point the remainder of the conduit is stainless steel pipe more capable of withstanding debris impacts An offset places the conduit in the middle of the pier running down the front edge as shown Both the sonar and stage sensors are mounted within in an open bottom stainless steel case capable of withstanding impacts from debris All of the conduit and the sensor enclosure are mounted directly to the pier to minimize potential damage from debris The top of the sensor enclosure is placed at an elevation of 747 5 ft below river ice At this elevation the sonar sensor should be angled 15 degrees from vertical looking upstream of the footing The bed level shown includes local scour Bed levels at locations away from the pier are about three feet higher 79 y Datalogger Enclosure Solar Panel and Antenna Top Deck El 813 3 A Change from Flexible Conduit to Stainless Steel Pipe 100 Year Flood Elevation El 775 _ Typical Water El 749 P di Sonar and Stage Senso
226. the bridge structure by Mn DOT 1 1 2 Mn DOT District The district is where the bridge is located The eight Minnesota districts are Duluth Bemidji Brainerd Detroit Lakes Metro Rochester Mankato Willmar SOY da ey eS 1 1 3 Route Number This in the road number the bridge is located on Identifiers such as TH Trunk Highway or I Interstate should be included 1 1 4 Stream This is the waterway that the bridge crosses over 1 1 5 County This is the county where the bridge is located 1 1 6 Scour Code This is the Mn DOT specified scour rating for the bridge C 33 1 2 Flow Conditions These are characteristics that help to define the local stream condition at the bridge site 1 2 1 High Water Elevation Definition The elevation of the water surface upstream of the bridge site with reference to the local coordinate system of the bridge This is affiliated with a flood event i e a 100 year event Information Location Bridge Scour Analysis Documents Directions The High Water Elevation should be in the same coordinate system as the local bridge datum elevation Broad Effect The High Water Elevation is used to calculate how close the water level comes to overtopping the bridge This is used to determine if components on the deck will stay dry and also checks for pressure flow conditions Use in SMDF The High Water Elevation is compared to the deck elevation to check if overtopping of the bridge may occur Overt
227. the channel and increasing local flow velocities Debris caught on piers essentially increases the width of the pier and creates deeper scour However since debris usually floats this increase in width only occurs at the water surface elevation of the structure Debris has less of an effect on scour for bridges that cross deep channels Total scour is the summation of all of the individual components of scour Adding the individual scour components is a conservative approach since the scour processes may not be completely independent when applied together however this application is justifiable for public structures 3 6 2 Failure Modes Caused by Scour The primary cause of pier and abutment failure due to scour is caused by flow directly eroding the bed However failure can be caused indirectly by caving when the toe of an embankment is eroded to the point at which the entire embankment starts to slide or fall down This second type of failure may cause installed instrumentation to fail especially if the instrumentation uses the bed for support 3 7 Mn DOT Resources for Trunk Highway T H Bridges Specifications of the characteristics of a waterway bridge needed for the SMDF for T H bridges are available from individual departments of transportation It is important to know the type and extent of information available in department of transportation files for each bridge The scour 20 evaluation program used nationally has already ga
228. thered much of the information needed for a waterway bridge characterization but site visits are needed to complete the characterization The table below lists the information that can be found at Mn DOT offices for scour critical T H bridges Table 3 7 Bridge river information available at Mn DOT for trunk highway bridges Available Information from Mn DOT Bridge Offices for T H Bridges Reports Historical Records Hydraulic Data Bridge Geometry Photographic Boring Reports Internal Scour Calculations Plan Sheets Aerial Photos Underwater Inspections Hydrological Data Pile Driving Reports On Site Photos External Scour Reports Scour Action Plans Overlay Plots of Total Scour Bridge Dimensions History of Significant Events Survey Reports For bridges owned by local units of government or others information about the bridge will need to be obtained from the bridge owner The availability and extent of information may vary for those bridges 3 8 River Monitoring Resources The following websites give real time and historical stream gage and flow rate data for Minnesota streams Nearby relevant stream gaging locations should be found for sites being evaluated for scour monitoring Table 3 8 Resources for river discharge and stage River Monitoring Resources NOAA National Weather Service Water http www weather gov ahps USGS Real time water data for Minnesota http waterdata usgs gov mn nwis rt DNR MPCA Coo
229. tion and Fabrication Manual e NCHRP Report 397b Magnetic Sliding Collar Scour Monitor Installation Operation and Fabrication Manual The studies were motivated by the Schoharie Creek and Hatchie River bridge failures in New York and Tennessee respectively Both of these bridges failed due to scouring at piers These three reports have greatly influenced the history of instrumentation development since their publication mostly by selecting sonar and magnetic sliding collars as the most deployable and reliable monitoring methods Instrumentation for Monitoring Scour at Bridge Piers and Abutments NCHRP Report 396 Authors Lagasse P F E V Richardson J D Schall and G R Price Performing Organization Ayres Associates Sponsoring Organization Transportation Research Board National Research Council Publication Date 1997 NCHRP Report 396 is an overview of the technologies available at the time of its publication It characterizes each technology with regard to cost feasibility and applicability to hydraulic geomorphic and structural conditions A further goal of the study was to find and implement technologies that were ready for field testing The report came to three major conclusions 0 aD III Fixed scour monitoring can be categorized into four major groups sounding rods buried or driven rods sonar and other buried devices It is critically important to develop criteria for successful scour monitoring These crit
230. tion Footing Migrating River High Angle of Attack 07038 Previous Interest In Fixed Monitoring Spillthrough Abutment SA Solid Pier District 7 Suggestion Narrow Piers with High Angle of Attack RM 02010 District 7 Suggestion Solate 23015 Installed Sliding Collar Destroyed by Spillthrough Abutment Debris District 6 Suggestion Pile Bent with Curtain The following sections provide an overview of each bridge site specific SMDF data entry results and interpretation of results for each of the five selected bridge sites For each bridge the 53 results and interpretation for up to two foundations are reviewed These examples illustrate the use of the Scour Monitoring Decision Framework 7 1 Bridge 6468 Overview Bridge 6468 is located outside of Rose Creek MN 40 miles southwest of Rochester in District 6 The bridge is located on Trunk Highway 56 over Rose Creek Monitoring is required for a 50 year flood event but is performed about once every two years as indicated by district personnel The stream is straight at the bridge site and appears stable The site does not have a history of scour problems The main potential for erosion at the bridge site is settling of the approaching roadway This occurs when the scour level goes below the footing of the foundation and the fill supporting the approach road empties from beneath the structure The bridge is a small single span bridge classified as O Scour Stable
231. to download real time scour data to a USGS website The sonar installations failed at first due to debris but later attempts proved very successful 2 5 Ongoing Research at Other DOTs There is currently ongoing research at other DOTs on fixed scour monitoring The states which have similar ongoing research are e Texas Real time Monitoring of Scour Events Using Remote Monitoring Technology estimated end date August 31 2010 e Arkansas Development of a Bridge Scour Monitoring System active e New Hampshire Scour Monitoring Implementation Study end date December 31 2007 e Vermont Continuously Monitored Scour estimated end date September 30 2010 e Hawaii Instrumentation and Monitoring of Sand Plugging and Bridge Scour at Selected Streams in Hawaii end date December 31 2006 e Indiana Scour Monitoring for Indiana Bridges completed e Indiana Scour Monitoring of Bridge Piers in Indiana active Chapter 3 River Bridge and Scour Characterization 3 1 Introduction Proper characterization of a waterway bridge site is essential to select appropriate fixed scour monitoring instrumentation Each site characterization should result in an evaluation of the following details Location and type of scour likely to cause bridge failure Depth of scour likely to cause bridge failure Hydrological behavior of river at the site advanced warning Implementation goals in addition to public safety Potenti
232. to refill after the flood event has passed This makes scour measurement with conventional probing methods difficult after the event has passed If the aggradation cycle is also of interest scour monitors which only transmit the lowest level of scour encountered may not be used Examples of this type of instrumentation are sliding collar and fixed sounding rods which drop a probe as the bed lowers but are buried during aggradation A second type of characterization defines scour as general or local Local scour is caused by an obstruction placed in the flow like a pier causing velocities to change quickly and turbulence to increase dramatically General scour is a broader term used to classify larger scale erosive processes that are due to major mean velocity changes in the stream 3 6 1 1 General Scour General scour can be further subdivided into the following categories 1 Contraction scour 2 Scour at bends 3 Pressure flow scour 4 Scour at confluences Contraction scour occurs as a result of the increased water velocity associated with a decrease in channel width Especially during high flows bridge sites are typically narrower than the natural channel and thus are examples of such a contraction The higher water velocities in the vicinity of the bridge cause an increased amount of sediment transport and an associated drop in bed elevation Scour at bends refers to the deepening of the channel bed at the outside of a bend in a river
233. tor the riprap around the site rather than determine the depth of scour ETI Instrument Systems constructs systems using this technology The cost for each float out device is estimated at 1 000 At least two devices should be installed at the site The actual locations would be determined during a site visit prior to installation They should be placed only a few feet below the surface Likely locations would be near the toe of the abutment at the upstream and downstream sides of the bridge The elevation at which each float out device was installed should be recorded 8 2 5 Datalogger Enclosure The enclosure is mounted on a 1 2 pipe rigidly attached to the north guardrail The solar panel and cellular antenna are also mounted to this pipe A suggested parts list for this portion of the system is listed in the following table 88 Table 8 10 Datalogger enclosure components for Bridge 23015 Supplier Cost Item Quantity Campbell Scientific Caines Campbell Scientific Campbell Scientific Campbell Scientific 9 pin to RS232 includes Campbell rs 232 Cable Scientific Campbell Scientific Campbell Scientific Campbell Scientific Campbell Surge Suppressor Kit Scientific for 900 or 922MHz Campbell COAXNTN L Antenna Scientific Cable RG8 1 1 2 by 3 Datalogger Battery Pack Regulator PS100 Solar Panel SP20 Verizon Cellular Modem RAVENXTV SC 105 Cellular Antenna Yagi PN14454 Enclosure EN12 14
234. toring technology for the desired application 5 2 Attributes The following sections consider main characteristic categories and sub categories delineating specific differentiable attribute types The three primary subsystems of a fixed scour monitor that must be interfaced are the sensor the datalogger and the data transfer system The interfaces between these system components are important aspects of the overall system operation Scour depths are recorded and retrieved by personnel using varying combinations of these three subsystems For electronically based sensors measurements must be converted into a form that can be related to the associated bridge scour For the purpose of this project the characteristics of fixed scour monitoring systems fall in the following categories 39 Sensor Attributes Sensor Datalogger Interface Datalogger Personnel Interface Power Installation Cost Lifespan Serviceability Re ON on dero rm The first three categories encompass the three main components of a fixed scour monitoring system Categories 2 and 3 include the datalogger and telemetry download systems respectively Some systems have a direct interface between the sensor and personnel as in the case of the manual sliding collar device The last five categories are attributes applicable to all components of the scour monitoring system 5 2 1 Sensor Attributes Sensor attributes can be further classified These sub categories
235. tructure Negative Aspects These devices are more difficult to protect from debris damage as there is no massive structures nearby Potential Improvements for Non Applicable Instruments If a freestanding device is required but the instrument is not free standing a base or stand may be built to hold the instrument at a given elevation However these built structure C 21 usually must be massive to resist debris and be unaffected by the scour itself Alternatively a driven post may be added to hold the instrument in place 2 11 Vibration Failure Resistant This pertains to failures due to flow induced vibrations from the river flow The failures may result in self auguring as with the case with sounding rods or general destruction of the sensor Positive Aspects Sensors that are insensitive to flow induced vibrations are more reliable Negative Aspects None Potential Improvements for Non Applicable Instruments Vibrations may be mitigated by increasing the mass of portions of the instrument that are prone to flow induced vibrations 2 12 Corrosion Resistant This pertains to the possibility of material degradation of the instruments that could lead to instrument failure The most common method of this would be metal that corrodes and could impede the function of moving parts or perhaps electrical conductive parts Positive Aspects Instruments made primarily of plastic or stainless steel material will not corrode and i
236. trumentation Monitoring Scour Critical Bridges Hunt 2009 included a broad survey on the use of fixed scour monitoring instrumentation It summarizes the results with regard to various aspects such as cost causes of failures usage by states etc The results agree well with telephone conversations conducted with users of fixed monitoring during the present Minnesota study Table 1 shows a summary of the costs and positive and negative attributes found during the current assessment of monitoring locations Empty cells indicate there was not enough information gathered to adequately answer Most of the attributes came from telephone 34 interviews and the literature review Some of the attributes are a function of the bridge site as well as the instrument used The major concern of those involved with the implementation of fixed monitoring systems is the need to provide ongoing maintenance of these systems to insure continued functionality Many respondents indicated in the survey sent out for Monitoring Scour Critical Bridges that the maintenance of the monitoring systems was more costly and time consuming than originally anticipated Problems encountered usually involved vandalism and debris damage Some users also reported a lack of knowledge of system operation within DOT s Adequate funding and clearly defined responsibility for ongoing monitoring are both required for a successful scour monitoring program Not fulfilling these requirements c
237. ts Installations with dataloggers may require additional expertise and maintenance They may also be more prone to vandalism as dataloggers are usually located for easy access and can be one of the more expensive portions of an installation Potential Improvements for Non Applicable Instruments Overall this is definite characteristic of instrument and cannot be mitigated 2 17 Wireless Sensor Connection The connection between the sensor and the datalogger or location where depth is recorded is a wireless connection This is assumed a positive attribute as the installation is much less susceptible to debris and the location of the datalogger may be located in a better location The negative may be a battery required for the sensor but this is not assumed in this criteria Positive Aspects The installation will be much less susceptible to debris and the datalogger or recording location may be located in a more remote location Negative Aspects None Potential Improvements for Non Applicable Instruments Proper routing of the wire conduit connecting the sensor to the datalogger may reduce the exposure to debris or other hazards 2 18 Water Air Jet Not Required for Installation This is limited to instruments that do not require careful burial into the riverbed That is instruments installed with a pile post driver or are mounted above the bed Positive Aspects Water air jets usually require shallow depths for installations unless
238. ucture or instrumentation In addition degradation sometimes results in an armored bed a condition where the bed becomes coarser due to the slower transport of larger particles This causes the bed to be more resistant to erosion when high flows do occur Bed aggradation is typically not a significant factor unless local to a certain portion of the cross section This may indicate the thalweg has moved and bed erosion may be occurring elsewhere in the channel Local confluences near waterway bridges may have a significant effect on the flow at the bridge site A perpendicular tributary just upstream of the bridge will push the flow to the opposite bank thereby increasing the local velocity and scour at that bank Typically downstream tributaries have little effect on water passing under the bridge other than possibly adding depth due to tailwater effects Alternatively if the tributary enters the mainstem directly downstream the combined flow pattern may erode material rapidly during flooding undermining bridge integrity Lastly factors that affect the amount of debris including ice in the river reach require consideration These factors include time elapsed since last major flood the amount of overbank flooding that occurs debris sources upstream and history of debris caught on the bridge Debris can deepen the maximum depth of a scour hole by constricting the channel More importantly with regard to scour instrumentation debris can impact
239. uipment Positive Aspects Sensors that do not require heavy equipment will lower maintenance costs Negative Aspects None Potential Improvements for Non Applicable Instruments Relocating instrumentation to locations where large equipment is not required for maintenance may be possible 2 23 Equipment Simplicity Not Complex This indicates that the instrument is relatively simple and intuitive to service This entails the level of complexity encountered by service personnel and does not include the complexity of the smart sensors that are serviced by the supplier Positive Aspects Simple intuitive installations will overall be easier to service than those which are more complex Negative Aspects None Potential Improvements for Non Applicable Instruments Overall this is definite characteristic of instrument and cannot be mitigated 2 24 Foundation Settling Not Required This indicates that the instrument does not monitor the bridge structure for spatial variation to ascertain whether the depth of scour has affected the stability of the bridge Scour is directly measured C 26 Positive Aspects Instruments which do not require foundation movement can warn personnel before bridge integrity is compromised Negative Aspects None Potential Improvements for Non Applicable Instruments Overall this is definite characteristic of instrument and cannot be mitigated C 27 User Guide Appendix B User Inputs Tabl
240. ule inse epa tet Pah eae maa i vane Eu C 45 1 3 5 Nearby Popol Gis ET C 46 1 3 6 Distance to Responsible Agency ic C 46 1 3 7 Ease of Lane Clos A E aS C 47 1 3 8 Available Communication C 48 1 3 9 Available Utility POWer sa iere eot erac e RESP E detenidas cnc C 48 Pier Nbutment Foundations s ba can Got dois ides ta NOM br denda Io T C 49 2 1 1 ES C 49 2 2 isis m MP teil steel C 50 2 2 1 Ab tment Pier A e a a E ET C 50 2 2 2 Pier Angle of Attack cintas darian ensima C 51 2 2 3 Research Quality Data A Ie saat aye nd Bacto tee tap odp tad Cui EU usd C 52 2 2 4 No Foundation Settling Allowable eese C 52 2 2 5 Debris Accumulation ceda iia C 53 2 2 6 Deck FG cil ie ist hs se esd A da Ble ees C 53 2 2 1 Top of Foundation Piero a iio C 54 2 2 8 Typical MID M C 55 2 2 9 Critical Scour Elevation siistisi einelti egt eade C 56 2 2 10 Lateral Deck Offset from Plain C 57 2 2 11 POGUE EXtENSI ON A O E E I Ea C 58 2 3 Local StreaMbed ets iria C 59 2 3 1 lori iaa isa C 59 2 3 2 COB PO C 59 2 3 3 Subsuriace Matera e e e e ea C 60 2 3 4 Countermeasure Type saint labia C 61 2 3 5 Countermeasure Condition a pia C 61 2 4 Sensor Ranking ni C 63 2 4 1 Instrument Choice te Baca np O Shes ee Adres C 63 C 30 Expected Use of Appendix B The following is a list of all of the user inputs that will be encountered while entering specific bridge site data It is meant to be used as a glo
241. ult This may lead to improperly installed devices since conditions at the time of installation usually can drastically change installation plans Use in SMDF Bridges over rivers with known cobbles give higher scores to instruments 1 that do not require an air water jet for installation 2 that do not require a pile driver for installation 3 that do not require an auger for installation 2 3 3 Subsurface Material Definition This is the type of material that is below the surface or the bed User selectable options are a Sand b Clay c Gravel d Bedrock Information Location Borings performed at the site will give the best indication of what type of soil is beneath the surface layer If borings are not available pile driving reports may also give an indication of the material beneath the surface Directions The subsurface should be known 5 feet below the elevation of current scour This assumes that any type of driven rod requires 5 feet of submerged pipe to maintain stability of the sensor even at scour critical bed elevations Broad Effect The subsurface material directly affects the difficulty of driving or burying a rod or sensor into the bed of the river Use in SMDF Bridges over rivers with sand beds give higher scores to instruments 1 insensitive to entrained material Bridges over rivers with gravel beds give higher scores to instruments 2 with no moving parts Bridges over rivers with hard beds give higher score
242. ve as it assigns values to variables such as the importance of debris presented in the form of respondent percentages Bridge Foundation Scour Monitoring A Prioritization and Implementation Guideline Authors Haas C and J Weissman Sponsoring Organization University of Texas at Austin Publication Date 1999 A program was developed to prioritize which bridges in Texas would benefit the most from fixed scour monitoring The program did not evaluate what type of monitoring to implement but which bridges in the Texas database required scour monitoring the most Pre existing scour monitoring prioritization programs were not compatible with the Texas DOT database or did not correlate well with manual prioritizations completed by engineering staff The report provides an overview of a new bridge prioritization scheme and concludes with an overview of instrumentation types and implementations in Texas Bridge Scour Monitoring Methods at Three Sites in Wisconsin USGS Open File Report 2005 1374 Authors Walker John F and Peter E Hughes Sponsoring Organization US Geologic Survey Wisconsin Department of Transportation Marathon and Jefferson County Highway Departments Wisconsin Publication Date 2005 This 2005 report covers three installations in Wisconsin one utilizing a permanent drop wire deployment that requires on site personnel to perform the measurements and two which utilize data logging sonar One of the sonar monitors was set up
243. ver Morphology River morphology encompasses a group of characterizations affecting any waterway crossing The two most important river morphology parameters are stream classification and flow habit Table 3 1 Stream classifications Stream Classification Straight Stable Active Meandering Braided Anabranching Table 3 2 River flow habits Flow Habit Intermittent Perennial but Flashy Perennial Stream classification focuses on the local stream morphology of the stream site The majority of streams in Minnesota are either straight or meandering Meandering streams are subdivided into stable and active In this project a stream is considered stable if the river does not move during the anticipated lifespan of the bridge Large old trees along the riverbank are good indicators of a stable channel Braided and anabranching streams are not common in Minnesota and are not considered in this study Most rivers in Minnesota are classified as perennial Flashy indicates that a complete event hydrograph occurs within a few days and stream flow is not predictable beyond that same timeframe A steep stream emptying a quickly draining watershed is a general description of a flashy river however historical accounts are the best method of determination Intermittent streams normally become completely dry at some point during an annual cycle Ephemeral streams are included in intermittent stream classification for pu
244. ver the course of the project damage due to ice and debris occurred at three deployments The instruments each cost 10 000 for the parts and 7 000 for the installation labor ETI Instrument Systems of Fort Collins Colorado supplied the equipment Hunt 2009 4 3 5 Washington The Highway 99 Bridge over the Salmon River in Vancouver Washington experienced a dike break in 1996 The broken dike and associated avulsion located approximately a quarter mile downstream of the bridge produced a head cut that traveled upstream Sheet piling and concrete curtains were installed to keep the head cut from travelling underneath the bridge The bridge had a history of scour problems and was due for replacement In 2006 scour exposed a majority of the spread footings initiating a scour monitoring program to keep the bridge open until a replacement could be built The system consisted of two sonar transducers and two tilt sensors Cable tied blocks were also installed as countermeasures Steel beams were added as sonar probe mounts to allow the outer edge of the blocks to be monitored The deployment used a landline to transmit the information to appropriate personnel The system reportedly worked well and allowed the bridge to stay open during high water seasons but it required regularly scheduled cleaning to remove debris from the sonar mounts The equipment cost was 15 000 in materials Hunt 2009 4 3 6 Maryland Woodrow Wilson Bridge located on
245. w frequency transponder at probable scour locations The appendix of the report contains a very technical proposal by a firm which thoroughly covers the theory of operation Each buried setup would have three tip sensors in a column that sends a signal to a transponder which then would relay the information wirelessly to a receiver every five minutes The cost of each column setup in 1997 was estimated to be 2000 2 4 Implementation of Fixed Scour Monitoring Fixed scour monitoring is an active area of research and development Below is a list of the work underway at the time of the study was conducted Monitoring Scour Critical Bridges NCHRP Synthesis 396 Authors Hunt B Sponsoring Organization National Cooperative Highway Research Program Publication Date 2009 This report documents the extent of fixed scour monitoring system usage in the United States Surveys were sent out to all states and responses detailed 56 sites where fixed monitoring has been implemented The survey questionnaire covered many aspects of the installations including problems encountered in system implementation The most common problems associated with implementation were floating debris cost of maintenance and information transfer to appropriate personnel The document continues with case studies of scour monitoring system implementation and a discussion of new instrumentation and data quality requirements The survey portion of this report is extremely informati
246. with advancements in technology such as tethered remotely powered float outs 6 Heavy Equipment Not Required for Maintenance If a float out requires maintenance heavy equipment will be needed to retrieve the device In general these devices are low enough in cost such that abandoning the old float out and installing a new one may be the most cost effective strategy 7 Equipment Simplicity The wireless communication used by float outs is complicated and attenuation of the signal by water and soil may become an issue for the device Advancements of tethered float outs may simplify the instrument The Warning gt indicator at the bottom of the results in figure 7 3 indicates that the curvature of the river at the bridge crossing is between 10 to 30 degrees This is a mild curvature however it may affect scour at the bridge location The aerial photo of the bridge site shows the main channel curves right looking downstream Although this slight curvature may cause a secondary current that erodes the abutment on the outside edge of the curvature the contraction of the bridge site likely has a much more prominent effect on scour Final User Selection Since the bridge is rated as O Scour Stable Action Required and has low average daily traffic ADT the selected scour instrumentation should be low cost The listed instruments that can operate without dataloggers are the sounding rod and the manual sliding collar The sounding
247. ydrologic analyses may also provide additional information Directions Intermittent streams should become so dry such that vehicle or equipment may be operated in the streambed Flashy streams are usually defined by storm hydrographs that occur over a time period less than 2 days Broad Effect Flow type affects installation maintenance with regard to intermittent rivers and distance to responsible DOT with regard to flashiness Use in SMDF Perennial and flashy streams give high scores to instruments 1 which do not require augers for installation Flashy streams give high scores to instruments 2 compatible with dataloggers 3 resistant to flow induced vibrations 4 that can be validated for correct operation C 36 1 2 6 Lateral Migration Definition Lateral migration of the river is movement of the stream tangent to the flow direction at the bridge site location The possible inputs are listed below a No history The river has not shown any appreciable movement at the location of the bridge b Some Movement The river has shown consistent slow movement in the past but there are no major indications of bank erosion c Major Movement The river migration is very quick or occurred over just a few flood events Bank erosion is an indicator of river migration Information Location Aerial photographs taken over a number of years history of stream section surveys and evidence of bank erosion Directions Erosion
248. ypically deepest scour is located at the upstream edge of bridge foundations The location of the deepest scour depends on bridge site conditions and should be located with a local bed survey prior to installation of the fixed scour monitoring instrument 2 Critical Instrument Characteristics This is the list of the instrument characteristics used to score the fixed scour monitoring devices The score are based on the user inputs and weightings used in the Scour Monitoring Decision Framework SMDF This list should be used in concert with the summary charts produced in the Scour Monitoring Decision Framework The charts illustrate the importance of each characteristic and if it is satisfied by the user selected instrument The characteristics are all good characteristics with regard to fixed scour monitoring This allows all scoring in the SMDF to be positive Following each item are the following descriptions Positive Aspects The reason why this characteristic is beneficial for fixed scour monitoring Negative Aspects Potential negative aspects of the characteristic For most of the characteristics this is negligible Potential Improvements for Non Applicable Instruments This lists any potential remedies for instruments which do not satisfy this characteristic if any 2 1 Indirect Measurement This defines that the instrument does use direct contact with the riverbed to determine the level of scour The main instrumen
249. ystem error checking The primary purpose of fixed scour monitoring is to signal the correct personnel when a critical scour event is occurring These events likely occur on a very infrequent basis and good database ensures the system continuously works as specified In Minnesota the data repository for the measurements should be determined before deployment and integrated into any current monitoring databases Mn DOT uses The information should also be made available to other researchers through any applicable national bridge or scour databases 95 References Campbell Scientific Inc 2004 Application Note on Power Supplies Internet cited January 2009 http www campbellsci com documents technical papers pow sup pdf Conaway J S 2004 Summary and Comparison of Multiphase Streambed Scour Analysis at Selected Bridge Sites in Alaska Scientific Investigations Report 2004 5066 U S Geological Survey Reston VA Internet cited January 2008 http pubs usgs gov sir 2004 5066 pdf sir20045066 pdf Haas C J Weissman and T Groll 1999 Bridge Foundation Scour Monitoring A Prioritization and Implementation Guideline Report TX 00 0 3970 1 University of Texas at Austin Austin TX Hunt B 2009 Monitoring Scour Critical Bridges NCHRP Synthesis 396 Transportation Research Board Washington D C Lagasse P F E V Richardson J D Schall and G R Price 1997 Instrumentation for Monitoring Scour at Bridges NCHRP Rep
250. zation Ayres Associates Sponsoring Organization Federal Highway Administration U S Department of Transportation Publication Date 2001 Many of the observations and results contained in NCHRP Reports 396 397a and 397b are summarized in Chapter Seven of Hydraulic Engineering Circular 23 Bridge Scour and Stream Instability Countermeasures However some additional content not in the 1997 NCHRP reports is added This new information describes field results from scour monitoring sites located in California Arizona and Nevada installed from 1997 1998 These installations used previously untested methods including call outs automated phone calls to management personnel triggered at a set scour depth multiple sonar setups and float out devices A February 1998 flood event in California scoured out and released buried float out devices and triggered the call out event The techniques worked as designed but did not reach personnel immediately due to the event occurring outside of normal business hours Lagasse et al 2001 Three tables directly related to fixed scour monitoring are also included in Chapter 7 of HEC 23 These tables provide a summary of key information related to the selection and performance of fixed scour monitoring technologies The tables include 4 1 Table 7 1 Comparison of Devices Tested with Mandatory and Desirable Criteria 2 Table 7 4 Fixed Instrumentation Summary 3 Table 7 6 Estimated Cost Information These t

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