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mike view tutorial

1. 120 13 7 6 Copy gfaphies uu 4 4 24 an a 20m an au eg 121 Sez 13 8 Viewing Water Levels In Cross Sections 121 13 8 1 Selecting and displaying a time series from a link 121 13 9 Viewing Discharge Stage Curve 122 13 9 1 Selecting and displaying a discharge stage curve 123 13 10 Viewing Longitudinal Profiles 124 13 10 1 Selecting and displaying the Longitudinal Profile 125 13 10 2 Longitudinal Profile options 126 13 11 Zooming In The Graphical Windows 129 13 11 1 Zooming in the Horizontal Profile Window 130 13 11 2 Zooming in the Time Series Window and the Longitudinal Profile Window 131 13 12 Animating Results in the Longitudinal Profile Window 131 13 12 1 Animating results in Time Series Window and Longitudinal Profile Window 132 13 13 Animating Results in the HPW 133 13 13 1 Animating results in Horizontal Profile Window Time Series Window and Longitudinal Profile Window 133 13 14 Viewing Derived 5 135 13 14 1 Computing and viewing derived results in TSW LPW 135 13 14 2 Viewing derived results in 136 13 15 Save Load Window Layout 136 13 15 1 Save Time Series Window layout 136 13 15 2 Load Time S
2. SEIEN Ds E lt o0 B 00 oi M Heu LL ba E oa 600 0 B o2 03 5500 E 03 04 5000 E 040 05 W 05 450 0 400 0 350 0 Figure 14 17 Time Series Graphical Window When you select a time series for a link you will also need to specify the location of your selection along the selected link computational point Figure 14 18 Selecting a location along a link 153 MIKE NET MIKE VIEW TUTORIAL Instant detailed information of calculated value associated with the selected node or link can be accessed by selecting the Info option from the View menu It is possible to move along the time series of results for an extended simulation period by clicking on the previous or next time arrow button Zoom In Zoom Out Previous Zoom Zoom to Full Extent Metafile Copy to MIKE Print All to MIKE Print Options Change Palette Intervals v Synchronized Save Window Layout Load Window Layout Save Complete Layout Load profile Figure 14 19 Example of detailed item information Link 154 MIKE View Forward and Backward Tracking Time 26 7 2001 03 00 00 Fe lb 17 Minimum I Synchronize Lesson s tes M 111 35 50 22 5 Elevation 1100 000 IB Demand jo jo 0 7 Head HGL 230 1892700 230 189270 230 189285 8 Pressure 5641101074 56 4110107 56 4110145 0 00 216 Figure 14 20 Example of detail
3. MIKE View Description of the Tool LE MIKE Verw Sattai Anshysis ai m Figure 11 4 Magnitude Residual Plot 5 Error Distribution The Error Distribution is used to determine if the difference between the model and the data fall outside a set accuracy of the measurement This plot does not perform any analysis but it does give an indication of where the model and data diverge on a percentage basis 6 R2 vs Lag Time This plot is specifically designed to analyse for lags in the data or model which would otherwise provide for a good fit The analysis is also very useful for determining the travel time of dry weather flows 11 1 1 Quantitative analyses A number of parameters are calculated for each plot which provide further quantitative analysis to support the assessment of overall reliability of the model These are Coefficient of Determination R2 which is a measure of the goodness of fit 79 RESULT VERIFICATION TOOL e Maximum Observed Flow over the calculation period e Maximum Modelled Flow over the calculation period e Difference in Peak which is the difference of the above 2 numbers e Max Positive Difference the Maximum Positive difference of flows over the period e Max Negative Difference Maximum Negative Difference in flows over the period e Volume Observed which is the Accumulated volume under observed curve e Volume Modelled which is the Accum
4. Node water Leve Meter 9 H 19 Node water Level Meter 50 2 19 water Level Meter 49 Node water Level Meter 48 Mode water Level Meter 47 Node water Level Meter 46 water Level Meter 117 water Level weter 115 Node water Level Meter 39 Node water Level Meter 40 Node water Level Meter 51 Node water Level Meter 41 Node water Level water 52 water Level meter 62 Node water Level Meter 114 water Level Meter 33 water Level Meter 106 Node water Level Meter 4 water Level Meter Node water Level Meter 63 Figure 13 11 Typical Time Series Plot Showing Local Menu Options 117 MIKE 11 MIKE VIEW TUTORIAL 4 Onthe TSW right mouse click and explore the various options availa ble on the pop up dialog The legend displayed to the right can be mod ified using the options menu You can modify the window layout display from options menu 13 7 2 Selecting and displaying a water level time series from a list 1 Repeat the grid point selection process Steps 1 and 2 in Section 13 7 1 until you have again activated the Data Type Selection win dow From the Data Type Selection dialog select the Data Type water level or discharge then select the lt List gt button A complete list of all available grid points containing the selected data type will be dis played B9 Time Series Node Water Level Im Time Series Node Water Level 194 95 194 90 194
5. D We Fit Anwaton Toda Wind Rester Pict Model vy Cange a0 009 se D679 recen Dont Ft Ure Figure 13 24 Longitudinal Profile Options Menu Symbols and Fonts 3 The Graphical Items tab allows you to add additional information to the existing profile The additional information consists of either static or dynamic items Select the Insert tool circled below and explore the dynamic and static options available to you Try displaying various items and observing how the LPW 15 updated Property Sheet Aes Symbols and Forts Graphical Items tema User defined indicators Display of dynamic Placement ol legend Animation f Nolegend C Minimum Inside deeming Horizontal Mase v Vet Top C C Outside daweg Horizontal Fight gt F White back ground Figure 13 25 Longitudinal Profile Options Menu Symbols and Fonts 127 MIKE 11 MIKE VIEW TUTORIAL 4 The Graphical Items tab allows you to add tabular information to the longitudinal profile The additional information consists of either static or dynamic items JUNI amp amp S 05g g 5 n DEI MP 4 Figure 13 26 Longitudinal Profile Options Menu Tabular Items 5 Select the Insert tool circled in Figure 13 26 and explore the dynamic and static options available to you Try displaying various items and observing how the LPW is updated
6. Static tem re levee bank marker 1 User mam C Dynamic Fie unas 3res11 z ltem Water Level T T Use second y ais IR _ Figure 13 27 Item Selection Menu 128 MIKE View Zooming In The Graphical Windows 6 The User Defined indicators tab allows you to display markers on the longitudinal profile at user defined levels The markers can be used to indicate critical levels such as culvert details or road levels at loca tions along the profile Select the Insert tool and explore the dynamic and static options available to you Try displaying various items and observing how the LPW is updated Note that you must check the Show indicators check box at the bottom of the window to display the markers in the LPW fI HE Hw lt gt 7 Figure 13 28 Longitudinal Profile Options Menu User Defined Indicators 13 11 Zooming In The Graphical Windows Itis often difficult to select precise grid points from a large network in the HPW In MIKE View you can focus on smaller parts of your network using the Zoom functions You can e Zoomin e Zoom out e Return to previous zoom frame e Zoom to Full Extent The Zoom function is also accessible from the TSW and LPW to display details from the results 129 MIKE 11 MIKE VIEW TUTORIAL 13 11 1 Zooming in the Horizontal Profile Window 1 Make the Horizontal Profile Window active 2 The MIKE Vi
7. Point Minimum Ange 60 Number of decimal s r 17 User defined name Name e Figure 10 5 The input parameters for the logo The result is not shown before MIKE View have been closed and started up again Right clicking on any window gives the option on the pop up menu to switch on and off the logo The result of adding a logo to MIKE View can look like shown in Figure 10 6 Bi Horizontal Plan Exam6 PRF Node Water Level 7 8 1994 16 35 00 Exam6 PRF Loc SE AEE See 7 WATER ENVIRONMENT HEALTH 588200 0 688100 0 685000 0 687900 0 687800 0 687700 0 687600 0 687500 0 687400 0 687300 0 687200 0 DHI Water Environment Health Software WATER ENVIRONMENT HEALTH Figure 10 6 Logo included on plots in MIKE View 64 MIKE View Tools 10 3 Tools Overload The Overload functionality on the Tools menu is directed towards show ing fixed level lines on various plots This can be used to e g show design levels for acceptable surcharging levels on time series and longitudinal plots The Save Channels Information saves a text file that can easily be edited When the file has been saved the contents looks like shown in Figure 10 7 T5 Settings 1 Detauk setting Primary Y axs pet setting Secondary Y axis FS Indiis sting oo aja m Draw Markers Tope Cross 1 Size pu C Number of markers pr
8. Start MIKE Print Stat SEMBE Figure 2 1 Example of the Data Load Selection view for a MOUSE result file 2 3 Adding a File Some types of result files from MOUSE MIKE NET and MIKE 11 con tain result data time series but do not contain the necessary geographical information needed for plotting the model network Such files can be added to and viewed from an already opened MIKE View presentation Adding a file to an existing MIKE View presentation does not open a new Horizontal Plan window The already opened Horizontal Plan window is reused for viewing of the added data The program provides a list of file types eligible for Add function automatically As many files as required may be loaded to the originally loaded file as long as they have been generated by the same network file m For example you can also add files like PRF files which you would nor mally view using Open 24 ClosingaFile You can close the loaded file by closing the active Horizontal Plan win dow When you close a file all associated windows derived from this file are automatically closed as well 18 MIKE View The Local Menu for the Horizontal Plan 3 3 1 VIEWING DATA IN A HORIZONTAL PLAN The Local Menu for the Horizontal Plan Clicking on the right mouse button when the Horizontal Plan is the active window activates the local menu Figure 3 1 Look in mike11 I Inflows q20 2h
9. to highlight where water flows through the model network MIKE View will display the path s from a selected node which identify the nodes water is supplied to and also the flow path s that the water supply takes to get to the selected node from the source node s Further details describing this facility are provided in the MIKE NET tutorial 10 12 Discharge Capacity Module The longitudinal profile for MIKE 11 has on the local pup up menu an item for the Discharge Capacity Module Selecting this item will open the Discharge Capacity Calculation dialog See Figure 10 13 The feature has been developed in cooperation with CTI Engineering CO Ltd Japan 71 TOOLS AND ACCESSORIES Levels for Discharge Capacity Calculation Result file od res11 X Number of clases to calculate zi Specification of predefined levels Predefinedieveis Emm Left levee bank Right leveebank Q a h b 2 EE Min of left and right levee bank 2 C r Computation method C Interpolation Selected levels in grid points and calculated discharge odagawa 2 0 999821 odagawa 5600 000 52 5169 9 19439 2 0 999775 odagawa 5600 000 508762 9 23727 2 0 999753 odagawa 6000 000 149 4321 9 27482 2 0 999747 2 odagawa 6200 000 48 3227 9 29527 0 999816 Close Figure 10 13 Dialog for Discharge Capacity Calculation The pur
10. 74 11 RESULT VERIFICATION TOOL 75 11 1 Description ofthe 75 11 1 1 Quantitative 79 11 2 Description of the Functionality 80 11 2 1 81 11 2 2 84 11 2 3 Presentation of the 5 86 6 MIKE Zero 12 MOUSE MIKE URBAN MIKE VIEW TUTORIAL 89 12 1 What Will 89 12 2 Before You Begin 89 12 3 About MOUSE Result Files 89 124 What Are We Going View 90 12 5 Loading Results 91 12 6 Exploring the MIKE View Screen 93 12 7 Viewing System 93 12 741 ZOOMING douces FOE a a aa 95 128 Viewing Results 96 12 8 1 Selecting result variable and plot type 96 12 8 2 Animation of the horizontal plan 96 12 8 8 Graduated symbols 97 12 84 Flooding aaa 5 98 12 8 5 Adjusting min max range and color palette 99 12 8 6 Exporting the horizontal plan 101 12 9 Viewing Res
11. Info Figure 9 1 External Time Series Buffer Edit menu option 58 MIKE View Including External Time Series 4 a External Time Series Edit is accessible under the time series window local menu option External TS Any MOUSE and MIKE 11 time series can be loaded into the ETS RAM buffer The loading function for MOUSE time series is found under the external time series Load Database option and is composed of two steps First the database containing the time series for loading is located in the directory structure and second the time series to be loaded are marked Select Boundary Time Series Ea MIDISCH RGE BRESCIA1 WIN JDISCHARGE DUMMY BRESCIA1 SUM DISCHARGE BRESCSUM DISCHARGE BRESCWIN Figure 9 2 Locating and selecting the MOUSE database time series for loading into the ETS buffer MIKE View can load any type of time series from a MOUSE database MIKE View can load time series from ASCII files in a specific format with a TXT extension A TXT file can contain only one time series The TXT format supported for loading into MIKE View is YYYY MM DD HH MM SS value The TXT loading function is found under the external time series Load TXT option The Paste function imports the time series data from the Clipboard Usu ally you would copy the measurement data from e g
12. MIKEVIEW name of module UNITS NAME US Units GEOMETRY XY 0 3048 0 feet 1 factor offset unit name decimals Z 0 3048 0 feet 1 EndSect GEOMETRY M11 ITEMS RecTypeLow RecTypeHigh factor offset unit name decimals INTERVAL 100 199 0 3048 0 feet 1 INTERVAL 101 102 304 8 0 feet 1 INTERVAL 106 106 304 8 0 feet 1 INTERVAL 200 249 0 02832 0 cfs 3 INTERVAL 250 252 0 02832 0 ft3 3 INTERVAL 300 301 0 30480 0 ft s 3 INTERVAL 302 302 7 05555 0 in h 3 INTERVAL 303 304 25 4000 0 in day 3 INTERVAL 305 305 25 4000 0 in h 3 INTERVAL 306 307 7 05555 0 in h 3 INTERVAL 308 310 25 4000 0 in h 3 INTERVAL 311 312 304 800 0 ft 3 I I I I I I I I I NTERVAL 313 313 0 02832 0 cfs 3 NTERVAL 450 453 0 55590 32 00 deg Farenheit 3 NTERVAL 600 600 4882 43 0 1b ft2 3 NTERVAL 800 800 0 09290 0 ft2 3 NTERVAL 802 802 0 09290 0 ft2 3 NTERVAL 1000 1000 1 4882 0 Ib ft 3 NTERVAL 1401 1401 0 09290 0 ft2 3 NTERVAL 1402 1403 0 30480 0 ft 3 NTERVAL 1408 1408 0 09290 0 ft2 3 EndSect M11 ITEMS EndSect TRANSFORMATION EndSect UNIT DEFINITION Figure 10 11 US UNITS PAR file An example of units configuration 10 8 The MIKEVIEW INI File At program start up MIKE View initializes information related to various program settings This information is stored in the ASCII file MIKEVIEW I
13. 0 934 b 0 129 Theoretcw 04 08 08 10 n 14 18 18 20 22 24 26 28 30 32 34 36 iMoSei Oauge v2 Avg Model 8 Gauge Teoretcr 5 ecd 95 Continence resres M Paina Figure 14 5 Option dialog box the Plan Type 14 3 2 The Symbols and Fonts Go to the Options tool on the toolbar and select the Symbol and Fonts sheet Under the Symbols and Fonts group you can adjust the size of symbols and the thickness of links and select your preferred font type and size 144 MIKE View Viewing System Data ma Background Files Axes Graduated Symbols Symbols and Fonts Show Line Width v Nodes Element Size p IV Valves Iv Pumps Node Size E Slope Axis Font Select Labels Links m Labels Max Number 30 Show Properties Help Figure 14 6 The Option dialog box the Symbol and Fonts Working with the Horizontal Plan can be easier if you import a back ground geographical map MIKE View supports 3 standard graphical file formats DXF TIFF and BMP for this feature The background map selection is found under Options Background Files Loading DXF files is straightforward assuming full consistency between the co ordinate systems used in the model and in the DXF file If a DXF file is based on a co ordinate system different from the MIKE NET net work model and or if it is based
14. DHILogo bmp IV Draw logo Figure 13 6 Horizontal Plan Window Options Axes Selection 2 Check the Axis direction box so that you display the X Axis as nega tive Press OK to view this in the HPW Go back and check positive X direction 3 The remaining Tab group Background Files will be addressed in the following exercises 13 6 2 Background images Working with the Horizontal Plan can be easier if you import a back ground geographical map MIKE View supports two standard graphical file formats DXF and BMP for this feature Loading DXF files is straightforward assuming full consistency between the co ordinate systems used in the model and in the DXF file If your DXF file is based on a co ordinate system different from your net work model and or if it is based on other units than SI you should manu ally edit the MIKEVIEW INI file located in the Windows directory in order to compensate for the co ordinate offset and or for the scaling in relation to SI 114 MIKE View Horizontal Plan Options ma Background image 1 Inthe HPW click the right mouse button to open the local menu select options Horizontal Plan Exam6 PRF Node Water Level 1056000 0 1056050 0 1056100 0 1056150 0 1056200 0 1056250 0 1056300 0 1056350 0 1056400 0 1056450 0 1056500 0 1056550 0 Figure 13 7 Horizontal Plan View Options Background Images 2 On the Options
15. Delete Item functions are also available on the tool bar as and icons Next Item and Previous Item shortcuts for adding neighboring time series of the same item type to a time series graph The tape recorder sym bols forward and backward on the toolbar activate the same function 5 5 Getting Detailed Information Detailed information relating to the selected item is at hand with the Info function of the local time series menu EN Click the All button and the time series 15 put on the clipboard 5 6 Duration Curves The Duration Curve function is accessed through the time series local menu The function allows for the display of several types of duration curves e Cumulative time e Maximum continuous period e Maximum continuous period with specified recovery period Before the duration curve is plotted a dialog for the specification of the relevant parameters for the duration curves is displayed The parameters are self explanatory 42 MIKE View Duration Curves a Duration Curve Figure 5 9 Specification of the duration curve parameters B Duration Curves 040 060 Value CT MCP gt MOR Figure 5 10 Example of the Duration Curve window with the graphical left and numerical section right 43 VIEWING TIME SERIES 5 7 Error Estimation The error estimation function allows for the comparison
16. Interpolation group box Some ofthe error estimations require that the two data sets be defined at the same dates times If this is not the case interpo lation linear in one of the data sets will be activated The user selects which data set to interpolate Calculation period The user can specify the calculation period in three ways all data to the zoom extent or user defined Result of error estimation Once the Calculate button is pressed the error estimates are calculated and displayed For information on how the com putation is calculated please refer to the online help for MIKE View The Error estimation is best used with discharge flow 5 8 Accumulated Values The accumulated values facility can be used for integrating discharge TS either for the entire time period for zoomed in time period or for a user defined time period 45 VIEWING TIME SERIES Zoom In Zoom Out Previous Zoom Zoom to Full Extent Advanced Zoom Metafile Copy to MIKE Print Options Clear History Multi link Swap Profile v Synchronized Save Window Layout Save Profile Figure 5 13 Accumulated values can only be used with discharge TS 46 MIKE View Selecting the Location 6 6 1 VIEWING Q H RELATIONS Selecting the Location graph provides useful information about the flow characteristics of a conduit or river branch at a selected location MIKE View crea
17. It will pay off when you can efficiently apply your new experi ence in future work Moreover if you create a custom palette of a more general applicability or if you want to have it at hand next time you work with MIKE View just save the palette settings into a PAL file Next time load it and your own palette will be there again for your ani mation 5 Start the animation by making the HPW active then select the run but ton gt or Animation Run from the main menu bar Observe how the colors of the Links change with time continuously reflecting the simulated water level at the current time step The animation will con tinue to loop until you stop it Observe the TSW where the time pas MIKE View Viewing Derived Results 4 sage is presented by a vertical line moving along the time axis as the animation progresses 6 Pause the animation by selecting the button You can step forwards and backwards through the result file by selecting the lt lt and gt gt buttons Finally stop the animation by selecting the stop button 7 While replaying the animation you can switch to make any of the other windows active In these windows you can zoom in move the time cursor in the TSW etc You should note that the animation only can be paused and stopped from the window it was started from 8 Stop the animation and display an animation showing Discharges in Branches 13 14 Viewing Derived
18. The magnitude bias plot can be used to determine at what magnitude the model and gauge are matching or not matching Error Distribution The Error Distribution is plotted on the y axis and the external TS is plotted on the x axis The best fit line with 596 and 95 confidence levels are also plotted The Error distribution shows the external TS data points that lay outside and inside the user specified uncertainty range R2 vs Lag Time The lag is plotted on the X axis not time the X axis Is integer numbers of lags and the R2 for each lag is plotted on the Y 86 MIKE View Description of the Functionality ea axis If a threshold is selected for the plot the lag is undertaken for all points points above the threshold and points below the threshold This means that lag analysis can be done for both wet and dry weather points in the same plot Error estimation window This window include following error estimation parameters Correlation coefficient A measure of the interdependence between the measured data and the model Reported as R2 Max Positive Difference Maximum positive difference between com puted TS and the external TS Max Negative Difference Maximum negative difference between computed TS and external TS Volume Observed Volume of external TS Volume Modeled Volume of computed TS Volume Error Percent error between volume observed and volume modeled Peak Observed Value Maximum value
19. dialog select the Background Files Tab 3 Select the button Select Bitmap this opens a Bitmap Selection Win dow Select the button to create an entry in the Bitmap list 4 Select the browse I button to select the required bitmap The bmw file contains the geo references for the bitmap image file Click the Open button 5 Select the Full Visibility option and click lt gt to display the image in the HPW Try viewing the image with the various visibility Options 115 MIKE 11 MIKE VIEW TUTORIAL P ChannelsInfo txt Notepad File Edit Format View Help 103 Node water Level 103 Node water Level 103 Node water Level 103 Node water Level 103 Node water Level 103 Node water Level 103 Node water Level 103 Node water Level 103 Node water Level 103 Node water Level 103 Node water Level 103 Node water Level 103 Node water Level 103 Node water Level 103 Node water Level 103 Node water Level 103 Node water Level Figure 13 8 Bitmap Selection Window 13 7 Viewing Time Series in Grid Points MIKE 11 result files include variable series such as water levels flows concentrations etc as a function of time The time series graphs are dis played in graphical Time Series Windows TSW You can select a time series either graphically by pointing and clicking in the HPW or by making a selection from a list 13 7 1 Selecting and displaying a time series from a grid point in the Horizont
20. 140 MIKE View Loading Result Files ma 14 MIKE NET MIKE VIEW TUTORIAL This tutorial MIKE NET MIKE VIEW will guide you step by step through the basic features of MIKE View with respect to viewing the MIKE NET result files The result file we will use for the tutorial is a MIKE NET result file originating from the MIKE NET Tutorial LESSON 8A 14 1 Loading Result Files MIKE NET produces result files which have the RES extension To open this data in MIKE View select Open from the File menu choose the appropriate result file and then press the Open button All data from the result file will be loaded into MIKE View Time Series Statistical Analysis Presentation Model Gau Scatter Plot Error Model Gau Model vs ge vs Aug Distributi Series ge ve Time Gauge peg vs Gaug Figure 14 1 Open dialog box Some result files can be rather large making them difficult to work with even with a fast PC It is often wise to load the data from a result file selectively so that your hardware is used in a more efficient way MIKE View gives you the opportunity to load up only the data types and simula tion periods immediately relevant to you or to reduce the level of time resolution of the displayed data to a more manageable level You simply switch ON or OFF certain data types redefine the time interval for load ing and select the appropriate step loading factor to your requirements 141 MIKE NET MIKE V
21. 85 194 80 Figure 13 12 Typical List of Available Grid Points 3 The first column contains an index or the model grid points with a check box to the left hand side where you can select the required grid points for display in a TSW The remaining columns contain summary information on the minimum and maximum water levels or discharge and the time step at which these values occurred Check box s for the various grid points you want to view and select the Draw Graph button to open a new TSW with the checked grid point information 13 7 3 Adding time series to the TSW 1 Ifyou wish to Add additional time series to an existing TSW you cam make your selection using the local TS entry Add TS from the pop 118 MIKE View Viewing Time Series in Grid Points Se up dialog in the TSW right mouse click A data type selection win dow will pop up allowing you to display any of the available data types Once you have made your data selection you should select the required gridpoint from the HPW 2 You can also add a time series from a neighboring grid point by using the TS button selection tools on the tool bar 3 There is no limit to the number of time series that you can display in the same TSW If you display more than one data type e g water level and discharge in the TSW a secondary Y axis will become active on the right hand side of the TSW Try displaying two data types in the one TSW 13 7 4 Deleting time ser
22. In Zoom Out Previous Zoom Zoom to Full Extent Metafile Copy Values Copy to MIKE Print Options Open 5 Next TS Previous TS Time Pointing Synchronized Save Window Layout Figure 11 6 Main dialog for the Result Verification Tool There are a number of inputs required for the main dialog e Error Estimation Calculation Period The user can specify the calcula tion period in three ways all data to the zoom extent or user defined e Select Output Graphs The user can specify the type and number of graphs for the presentation The number of the output graphs on a page can also be controlled Ifthe user selects less graphs per page than number of the presented graph the plots can be scrolled through by pressing the page down and page up Keys once the output graphs and error estimations are calculated and presented 82 MIKE View Description of the Functionality ea e Gap The user can specify if data gaps are removed from the output graphs and the statistical analysis The user also specifies the length of time between measured data points that is to be considered a data gap Example Measured data is 15 minute discharge data User specifies any data gap over 1 hour is to be removed from the statistical analysis so If there is a period of missing data for more than 1 hour then the comparison of volume calculations will ignore the 1 hour period where a gap is identified e Time Interva
23. MOUSE file Alternatively it is also possible to save the geometry of a model from within the MOUSE software package and then re use this information in MIKE View with e g the Runoff result file CRF The model geometry is stored in 3 separate files 1 the node geometry file n_f 2 the pipe geometry file p f 3 the coordinates file xy An example of when this approach is relevant is for example when you want to open a MOUSE Runoff result file The geometry of the model net work is not automatically attached to this type of file and will be missing The geometry therefore needs to be loaded in separately via File Load Geometry on the main menu 12 4 What Are We Going to View The urban drainage network related to the result file in this tutorial con sists of the following elements e The urban catchment area The area is divided into 8 urban sub catch ments The storm surface runoff from these areas is loaded into the sewer system during rain events e 14 network nodes The network consists of 3 different node types manhole basin and outlet 90 MIKE View Loading Results e A pump station The pump station in this example consist of two sepa rate snail pumps with a total capacity of up to 400 1 e 13 network links conduits pipes The network includes three pipe types circular pipe egg shaped pipe and non standard pipe e A weir In this case the weir diverts some of the
24. OK button The selected longitudinal profile plot will now appear 150 MIKE View Time Series Plan Type Symbols and For Background Files Axes Graduated Nodes r Lines Use Graduated Symbols r Use Graduated Symb C No Square No C C Bar C Yes Figure 14 13 The Data Type Selection 14 6 Time Series A time series can be associated with a node or with a link You can selecta time series graphically by pointing and clicking on a Horizontal Plan or by making a selection from a list The selection mode is activated from an active Horizontal Plan window by clicking on the node or link icon on the toolbar or selecting the Plot TS in Nodes or Plot TS in Links on the main menu TS in Links TS of System Data Curve Longitudinal Profile External Time Series gt MOUSE LTS Trace Figure 14 14 The TS in Nodes and TS in Links from the Plot menu This will open the time series selection dialog The time series selection dialog allows for the specification of the result file name if several result files have been added to MIKE View and the time series type Available data types depend on the result file 151 MIKE NET MIKE VIEW TUTORIAL Figure 14 15 Time Series Selection Dialog The List button opens the time series list window The time series list contains the time series identifiers as well as maximum and minimum values of
25. Results MIKE View computes depths and flood levels by combining the model results with the geometrical cross section information contained in the result files The following derived results can be computed in MIKE VIEW Depth water level elevation invert level bed elevation Flood water level elevation ground level elevation 13 14 1 Computing and viewing derived results in TSW and LPW 1 Select the main menu entry Tools Compute Depth When the com putation is completed a message info dialog appears press lt OK gt RAINFALL Rairi Retative Figure 13 35 Computation of Derived Results 2 Choose the Select Grid Point button to select a location for viewing results This opens the Data Type Selection dialog in the drop down list select the item Depth select lt OK gt 135 e MIKE 11 MIKE VIEW TUTORIAL 13 14 2 Viewing derived results in HPW 1 Make the HPW active Select the options entry from the local menu 2 Inthe local menu dialog select Depth from the Draw Branches as drop down list Select lt OK gt to close the dialog and animate Depth as the variable in the HPW Observe that the Palette automatically changes range and number of classes Customize the palette to by pre paring a suitable color ramp 3 Select the gt replay animation button to start the animation 13 15 Save Load Window Layout The local menu for each graphical window TSW LPW QH
26. also modified under the Horizontal Plan local menu Change palette Intervals In order 148 MIKE View Controlling the Palette a to open the Change Palette Intervals make the Horizontal Plan window active and click on the right mouse button Zoom In Zoom Out Previous Zoom Zoom to Full Extent Metafile 5659 te Ml ant ATO MIKE EME Options Change Palette Intervals Synchronized Save Window Layout Load Window Layout Save Complete Layout Load profile Network Information Figure 14 10 The Change Palette Intervals Horizontal Plan Tutort prf Im Slope Tutor1 Figure 14 11 The Change Palette Intervals The default palette colors can be customized as required When you want to change a color just point to it with the cursor and double click the left mouse button This will open a color editor where the desired color can be selected Similarly the upper and lower boundaries for the palette intervals can be adjusted A double click on the interval to be modified 1 e on the high lighted number in the palette window opens the Edit Intervals panel 149 MIKE NET MIKE VIEW TUTORIAL Low 384 Cancel Add Prev Remove Nest Figure 14 12 Editing the palette intervals MIKE View does not check the consistency of the custom intervals during the editing process It is advisable to perform this check under the palette local menu A cust
27. animation The only file available i e loaded in MIKE View in this exercise is the TUTORI PRF Choose the group of variables related to links and select Discharge Branches i e Links Check to be sure Animation is selected as the plot type When you are happy with your selections click lt OK gt MIKE View now displays the discharges in the Horizontal Plan corresponding to the start time of the simulation Note the date and time indicator in the upper part of the Horizontal Plan the Clock The tape recorder buttons in the toolbar have been acti vated too 12 8 2 Animation of the horizontal plan If you click on the run button the animation will start You will notice that the time elapses in the Clock and that the colors on the plan plot are changing following the modeled discharge dynamics 96 MIKE View Viewing Results a Try the other animation functions Pause Stop Step Forward and Step Backward The functionality is the same as controlling a tape recorder Under the Main menu lt Animation gt lt Advanced gt you can adjust the speed of the animation and some other parameters Try changing these parameters and note the difference to the display 12 8 3 Graduated symbols The result variables associated with the network nodes can be animated using graduated symbols Under lt Options gt lt Graduated Symbols you can activate and control this type of p
28. as the variable to be presented Switch on the graduated symbols circle Start the animation and watch the spatial and temporal distribution of the storm runoff load 12 10 2 Selecting a time series E Let s assume that the overflow hydrograph is of our primary interest Click the TS in Nodes tool in the toolbar and select Discharge Weir as the variable Tools Depth Subjects Flood Options Pressure Video Pipe Filling Overload gt Flow rate Accumulate Q manning Critical vs Water Level Instability Figure 12 12 Choosing the discharge of the weir as the variable Select the PRF file and point the cursor to node B4 1480 where the over flow weir is located At this location the cursor changes to an arrow indi cating that the weir data are available After clicking with the mouse MIKE View opens a window with a graph showing the weir flow You can control the appearance of this window in many ways with the local menu in a similar manner as you would with the longitudinal profile window Try and select a runoff time series at node B4 1520 12 10 3 Adding items to a time series graph You can complement any time series graph with as many other time series as you wish These may come from the same result file from a second loaded result file from a MOUSE MIKE 11 time series database from the Clipboard or from a text file 104 MIKE View Viewing Time Series For pu
29. at the same time It is possible to step back or undo a selection by pressing the Shift key and clicking the left mouse button at the same time Closing the profile selection will activate the data type selection dialog box Select the Water Level option and select lt OK gt This opens the Longitudinal Profile Window LPW in a separate graphical Window 125 MIKE 11 MIKE VIEW TUTORIAL RAN ROH 55 r3 mmy d LIMES Figure 13 22 Data Type Selection for the Longitudinal Profile View 1 13 10 2 Longitudinal Profile options 1 Make sure that the LPW is active then click the right mouse button to open the local menu Select the entry options The options dialog has four tabs the first Axes controls the grid layout while the second Symbols and Fonts controls the display layout Try changing the labels for the longitudinal profile Axes Symbols and Fonts Graphical itema Tabular Items User defined indicators Show F F Units Iv Values X avis label Primary Y avis label Seconda Y avis label Figure 13 23 Longitudinal Profile Options Menu Axes 2 Inaddition to changing the Symbols and Fonts you can alter the dis play of the profile and gridlines labels and maximum and minimum indicators Try changing the display of the profile using the options available on the Symbols and Fonts tab 126 MIKE View Viewing Longitudinal Profiles 4
30. can be associated with one Horizontal Plan Duration Curve window opens upon the user s selection of the Dura tion Curve option for the currently active time series plot Displays the time series and the duration curves for the time series In the right hand side of the window tables with numerical values are presented Q H Relation window opens upon the user s selection of a specific location on the Horizontal Plan Displays Q H relations for a network branch at the selected location An arbitrary number of time series can be associated with one Horizontal Plan Apart from graphical windows MIKE View contains a number of dialogs for display configuration and for tabular data display The MIKE View main menu contains the following items File files can be opened added closed presentation layout loaded the program terminated graphics from the active window printed View elements of the MIKE View outlook can be switched ON or OFF and the appearance of the Horizontal Plan can be controlled Plot selection of various items to be viewed Animation control of the animated presentation Tools activation of various accessories Window control of the windows arrangement Help access to MIKE View online help facility Additionally local menus can be activated for any active window by clicking with the right mouse button inside a window This is available for each of the graphical windows Horizontal Plan Longitudin
31. difference of the computed water levels and the ground levels MOUSE MIKE URBAN Pressure computed as a difference of the computed water levels and the conduit ceiling available for closed conduits only MOUSE MIKE URBAN Pipe Filling computed as the ratio between the water depth and the conduit height MOUSE MIKE URBAN Q manning computing the Q as given by the Manning formula for the link MOUSE MIKE URBAN Instability opens up a dialog where the settings for computing the instability is defined The computed items can be presented in a horizontal plot on a Longitudi nal Profile and as time series graphs The computed item is automatically added to the list of item types available for the presentation Compute your flood depth pressure pipe filling Q manning or items by activating the main menu option by choosing the Tools Computel facility 61 TOOLS AND ACCESSORIES Tools Depth Flood Pressure Pipe Filling Flow rate Q manning Critical vs Water Level Instability Figure 10 2 Th e Tools menu allows to computed derived items The instability tool identifies time series that fail one of two criteria either the change in value from one time step to the next exceeds an allowed maximum or the number of local minimum and maximum within a time window of specified duration exceeds a threshold value The allowable maximum change in value can be a fraction of the first value co
32. flow away from the treatment plant during heavy rainfall events The excessive water is discharged untreated to the receiving body due to the limited capacity of the treatment plant We are going to examine the details of the network layout throughout the tutorial exercise 12 5 Loading Results w a Start MIKE View by choosing MIKE View in the MOUSE program group If you intend to use MIKE View frequently make a shortcut and place it on the desktop At start up MIKE View opens the File Open view This facility makes it possible to navigate through the accessible drives making it easy to find the data directory with your result file Examine the possible choices of result file types by clicking on the Files of Type field Select the PRF option i e MOUSE HD result file All PRF files available in the TUTOR1 directory are listed Select the TUTOR1 PRF file 91 MOUSE MIKE URBAN MIKE VIEW TUTORIAL axi Look in Sy Tutor e am Tutor1 7 Tutor1 PRF Figure 12 1 Opening the MOUSE result file Some result files can be rather large making them difficult to work with even with a fast PC It is often wise to load the data from a result file selectively so that your hardware is used in a more efficient way MIKE View gives you the opportunity to load up only the data types and simula tion periods immediately relevant to you or to reduce the level of time resolution of the displayed dat
33. made this will be displayed A window can be in several subjects A star in front of the title indicates when a window is included in one or several subjects In Figure 7 2 the window with the title Node B4 1502 Water Level is put in the subject Water level nodes 52 MIKE View Creating Subjects 5 Figure 7 3 Changing between the subjects is done by pressing the different tabular pages highlighted by the circle on the above figure 53 OPERATING WITH SUBJECTS 54 MIKE View Animating a Presentation 4 8 ANIMATION OF RESULTS 8 1 Animating a Presentation w Time series items can be viewed as animated presentations in Horizontal Plots and in Longitudinal Profiles Illustration of the system dynamics is created by sequentially displaying time series values within the time inter val covered by the loaded data In a horizontal plot the items dynamics is represented by the palette colors or by graduated symbols In order to start a horizontal plot animation the plot type has to be set to Animate and the required item selected Animation of the Longitudinal Profile is always available 1 e the animation does not need to be pre set Animations are started and controlled by the tape recorder buttons on the toolbar or by the main menu option Animation Options for starting stopping with rewind pausing and stepping forward or backward are accessible in both forward an
34. msd Results tide bound HOTSTART_1 1es11 HOTSTART_I_FB res11 Files of type MIKE 11 DFS file MIKE 11 DFS files MIKE 11 files rrf Mikel DFS files File name The Local Menu for the Horizontal Plan The local menu for the Horizontal Plan includes the following sections Zooming facilities Zoom In Zoom Out Previous Zoom Zoom to Full Extent Metafile Horizontal plan copied to clipboard or saved as an Enhanced Meta File emf MIKE Print access Copy horizontal plan or opened selected windows to MIKE Print Options Selecting the items to be displayed in the Horizontal Plan Synchronization Allows synchronization with other open windows when animated Layout facilities Window Layout saving and loading and the Com plete Layout saving Load profile Loading a longitudinal profile Ipf which enables fast drawing of a saved longitudinal profile Note This option is not avail able for MIKE 11 19 VIEWING DATA IN A HORIZONTAL PLAN 3 2 Selecting the Horizontal Plan Type MIKE View can display various static or dynamic items from the loaded or added result files in the Horizontal Plan However only one item can be shown at a time The selection of the required item and the control of the Horizontal Plan type take place in the Horizontal Plan local menu under Options Plan Type The Options View is opened by clicking on the Options button in the tool ba
35. of simulated and measured data for the statistical evaluation of simulation error In order to be able to utilize the function a Time series plot containing some of the computed variables and a corresponding time series of meas ured data must be opened The Error estimation function may then be activated from the time series local menu Time Series DISCHARGE BRANCHES Examb p f Time Series DISCHARGE BRANCHES Exam6 prf DISCHARGE ae 0 026 4 ADS 2 0 024 External TS 0 022 0 020 0 018 0 016 0 014 0 012 0 010 0 008 0 008 0 004 0 002 adi castles tutu td 22 15 00 22 30 00 22 45 00 23 00 00 25 8 1994 n Figure 5 11 Example of a TS plot containing simulated TS and a corresponding time series of measured data 44 MIKE View Accumulated Values a Error estimation xj r Data selection 3 r Interpolation Simulated data 57 Measured data Measureddata RAINFALL 7 8 S4KALI Sim sed data 4 r Calculation period ra gt gt Ali data 07 08 1994 16 35 00 88 1994 11 11 00 C Zoom extend 07 08 1894 16 35 00 07081994 18 36 00 C User defined 07 08 1934 16 35 00 07 08 1994 18 36 00 24 Peak time error 0 000 Figure 5 12 An example a corresponding Error estimation dialog Data selection group box Selection of simulated and measured data takes place using a combo box in which the time series currently shown in the time series view is listed
36. on other units than SI the MIKEVIEW INI file located in the Windows directory must be manually edited in order to compensate for the co ordinate offset and or for the scaling in relation to SI The section of the MIKEVIEW INI file controlling the DXF image offset and scaling is illustrated below DXF transform Xoff 0 00 Yoff 0 00 Xmulti 1 0000 Ymulti 1 0000 145 MIKE NET MIKE VIEW TUTORIAL open 3 Look in Sy Tutor aae Tutor1 Tutor1 PRF Figure 14 7 Option dialog box the Background Files 14 3 3 The Axes The orientation of the co ordinate axes and the appearance of the Horizon tal Plan grid and the axes descriptors can be controlled through the axes view box The Axes dialog can be activated under the Horizontal Plan local menu selection Options Axes 146 MIKE View Viewing System Data Figure 14 8 The Option dialog box the Axes Graduated symbols are a graphical facility for the dynamic presentation of the node and link related results in the Horizontal Plan window This is an excellent way to show the spatial distribution and dynamics of critical pressures extremely high velocities in water net etc In the Horizontal Plan local menu selection Options Graduated Sym bols the graduated symbols can be switched ON and OFF toggled through three available shapes circle square and bar the symbols mini mum and maximum
37. series include 57 EXCHANGING DATA e ASCII files in specific formats TXT e MOUSE and MIKE 11 time series files e the Clipboard e special MIKE View ASCII files ETS loaded external time series independent of the source are placed in the external time series ETS RAM buffer which is then used as a source for the selection of those time series to be presented in the individual MIKE View windows The content of the ETS RAM buffer can be saved to a special ASCII file default extension ETS for later reuse The ETS save option is accessed via the main menu option Plot External TS Save where a new ETS file name should be specified before the data are saved An already existing ETS file can be loaded to the ETS RAM buffer The ETS file load can either rewrite the existing buffer or append the data to the current content of the ETS RAM buffer You pick up the desired option under the main menu selection Plot External TS Load The succes sively appended loads accumulate the time series in the ETS buffer The Edit option under the main menu selection Plot External TS opens possibilities for loading time series from other listed sources renaming time series and for getting essential information related to the specific time series see Figure 9 1 External Time Series x Cancel Paste Load Test File Load Database Load DFSO Rename Use first Y axis
38. size controlled the type of fill selected as well as enabling a coordinate grid to be plotted on the top of the graduated sym bols 147 MIKE NET MIKE VIEW TUTORIAL Options x Plan Type Symbols and Fonts Background Files Graduated Symbols r Nodes r Lines Use Graduated Symbols Use Graduated Symbols C No Square C No C Bar Yes Min Size p Min Size Max Sze o Size Fill Type Solid Dash T Draw Network on Front Cancel Figure 14 9 The Option dialog box the Graduated Symbols 14 4 Controlling the Palette The Color Palette Window is opened from the Control Palette tool on the toolbar The Color Palette defines a color scale to be used in displaying a selected variable in the Horizontal Plan based upon the variable s value The following palette features can be controlled e The graphical palette appearance it can be selected among five differ ent shapes and the favorite set as a default shape e Palette fonts e The number of palette intervals The maximum number is ten which results in a 12 color palette e Theranges for individual intervals Equidistant or customized interval ranges may be selected e The high and low boundaries of the palette range The local palette menu opens numerous possibilities to adjust the palette The upper and lower boundaries of the palette range may be
39. the right Mouse button EH If the orientation of the axes changes the background images will auto Md matically follow the change 3 6 Using Graduated Symbols Graduated Symbols are a graphical facility for dynamic presentations of the node and link related results in the Horizontal Plan window This is an excellent way to show the spatial distribution and dynamics of com bined sewer overflows flooding critical pressures in water net etc Plan Type Symbols and Fonts Background Fies Axes Graduated Symbols Nodes Lines Use Graduated Symbols r Use Graduated Symbols C No Squae C No C Circle Bat Yes MinSze Pp 2 Sze Max Size 4 m Fill Type amp Sold C Dash Draw Network on Front Figure 3 8 The Options View showing Graduated Symbols settings Under the Horizontal Plan local menu selection Options Graduated Symbols the graduated symbols can be switched ON and OFF tog gled through three available shapes circle square and bar the symbols minimum and maximum size controlled the type of fill selected as well as the grid allowed to be plotted on the top of the graduated symbols Please note that the Graduated Symbols option is not available with MIKE 11 result files 26 MIKE View Zooming 3 7 Graduated symbols can display the value of a selected item by simultane ously sizing the symbols and by applying the palett
40. 5 n raheem re 4 a 2 inan nost trent Figure 12 10 The longitudinal profile from B4 1520 to A0 0327 If you have selected an incorrect node deselect the last selected node by pressing the Shift key and clicking on the mouse button at the same time or simply press Backspace 12 9 2 Animating a longitudinal profile First resize and reposition the Longitudinal Profile window until you are satisfied with its appearance You can also zoom in zoom out and control various display options by opening the Options View from the local menu similar to the Horizontal Plan window The animation is started in exactly the same way as in the Horizontal Plan just click on the Run tool in the toolbar 12 9 3 Synchronizing Animations Should you desire the animation in two or more windows can be fully synchronized This means that the animation in each of the open Horizon tal Plan and Longitudinal Profile windows will elapse synchronously and that you can follow the system dynamics from several angles simultane ously 102 MIKE View Viewing Time Series Se x You can only have one Horizontal Plan window opened with each of the network files loaded But if you load more network files e g one from MOUSE and the other from MIKE 11 a synchronized animation can also be made for two Horizontal Plan windows To make sure that all your windows are synchronized selec
41. 9996 1056476 5 6 Bottom Level 198 1200000001 Top Level 199 6299999999 8 WATERLEVEL 1961215 1961215 197 2122 Figure 13 17 Typical Cross Section Plot 3 Using the methods described in the previous exercises select a TSW for the same grid point and display the corresponding water level time series 4 Use the left mouse button to select any point in time in the TSW and note how the water level in the cross section animation window updates to reflect the water level at the selected time period Note how the red and green envelope lines reflect the maximum and mini mum water levels that occurred at the selected cross section 13 9 Viewing Q H Discharge Stage Curve Q H Curve facility provides useful information about the flow charac teristic of a river branch at a selected location MIKE View creates a Q H Curve by graphing the whole set of computed discharges at the selected location and the water levels at the neighboring downstream H point within a co ordinate system defined by the Q and H items on the x and y axes respectively 122 MIKE View Viewing Discharge Stage Curve 13 9 1 Selecting and displaying a Q H discharge stage curve 1 To select a grid point for which to display a Q H Curve select either the Q H button on the toolbar or select the menu entry Plot Curve UT MIKE View VIDA96 3 resi1 File View Plot Animation Tools Window Help Figure 13 18 Sel
42. Data Types Select All Deselect All Data Types To Load Water Level v Discharge Figure 13 2 Data Selection View 5 Theresult file is then loaded by selecting the lt OK gt button After a short while the file is loaded and MIKE View opens two new windows of the Horizontal Plan View showing the loaded network 13 6 Horizontal Plan Options You will now have two windows opened in MIKE VIEW e Horizontal Plan window HPW e Plan Overview window POW 110 MIKE View Horizontal Plan Options Se Instability File Exam6 PRF Data type WATER LEVEL NODES r Calculation period All Data 07 081 384 16 35 00 07 0671 334 18 35 00 C User Defined 07 081 994 16 35 00 07 081 334 18 35 00 ES Maximum Change in Value ABS Y i 1 Y i lt coeff r OR ABS Y i 1 Y i Kmaxdiff coeff 01 maxdiff o E Oscillations Maximum number of local extremes in every time interval is less than limit Limit for number of extremes o Duration of time interval o days 00 00 00 Min difference for extremes 0 Figure 13 3 Typical Horizontal Plan Window and Plan Overview Window If your MIKE View remembers some settings from the previous session the Palette window may also be on the screen and the Horizontal Plan will be colored The HPW is the main window in MIKE View It displays the layout of the channel network If you selec
43. E 11 MIKE VIEW TUTORIAL N result files then try running a separate MIKE 11 simulation using higher roughness Select the main menu entry File Open in the file selection dialog select the MIKE 11 result file for the first model simulation Load all time steps This opens a new HPW with a network Select the main menu entry File Add in the file selection dialog select the second MIKE 11 result file Load all time steps The second network results are loaded however the HPW window does not change LZ MIKE View VIDA96 3 res11 File View Plot Animation Tools Window Help Add Close Load Complete Layout Print Preview 4 C DHI cmbk Q100T resi1 1 CAMIKEZero AVIDA96 3 res11 2 VIDA96 3HOT res11 3 C ADHIN ACULVERTS res11 Exit Figure 13 36 Adding Multiple Result Files to MIKE View 4 Make the HPW active and then select the Select grid Point button and in the Data Selection Dialog select Water level This will dis play the TSW for a grid point From the local menu in the TSW select the Add TS option to display the Data Type Selection Window From the Result File drop down dialog select the second result file name and pre lt OK gt This will return you to the HPW where you should again select the grid point that you are displaying A second TS from the second result file will be added to your TSW 138 MIKE View External Time Series x
44. EY DHI MIKE VIEW A Results Presentation Tool for MOUSE MIKE URBAN MIKE NET and MIKE 11 User Guide MIKE by DHI 2011 Please Note Copyright This document refers to proprietary computer software which is protected by copyright All rights are reserved Copying or other reproduction of this manual or the related programs is prohibited without prior written consent of DHI For details please refer to your DHI Software Licence Agreement Limited Liability The liability of DHI is limited as specified in Section III of your DHI Software Licence Agreement IN NO EVENT SHALL DHI OR ITS REPRESENTATIVES AGENTS AND SUPPLIERS BE LIABLE FOR ANY DAMAGES WHATSO EVER INCLUDING WITHOUT LIMITATION SPECIAL INDIRECT INCIDENTAL CONSEQUENTIAL DAMAGES OR DAMAGES FOR LOSS OF BUSINESS PROFITS OR SAVINGS BUSINESS INTERRUPTION LOSS OF BUSINESS INFORMATION OR OTHER PECUNIARY LOSS ARISING OUT OF THE USE OF OR THE INA BILITY TO USE THIS DHI SOFTWARE PRODUCT EVEN IF DHI HAS BEEN ADVISED OF THE POSSIBILITY OF SUCH DAMAGES THIS LIMITATION SHALL APPLY TO CLAIMS OF PERSONAL INJURY TO THE EXTENT PERMITTED BY LAW SOME COUN TRIES OR STATES DO NOT ALLOW THE EXCLUSION OR LIMITA TION OF LIABILITY FOR CONSEQUENTIAL SPECIAL INDIRECT INCIDENTAL DAMAGES AND ACCORDINGLY SOME PORTIONS OF THESE LIMITATIONS MAY NOT APPLY TO YOU BY YOUR OPENING OF THIS SEALED PACKAGE OR INSTALLING OR USING THE SOFTWARE YOU HAVE ACCEPTED THAT T
45. Geometry can be used for loading in the geometry ofa result file e g enables a MOUSE Runoff result file to be displayed with the network geographical information The geometry needs to be saved from within MOUSE before the geometry can be loaded into MIKE View The geometry is stored in 3 separate files The node geometry file n f the pipe geometry file p f and finally the coordinates file xy These 3 files must be loaded in separately in MIKE View before the geometry becomes available 10 10 The Info Mode IE The info mode is activated by either clicking the info mode icon on the tool bar or selecting View Info on the main menu The info mode provides instant detailed information of calculated values related to the selected node or link in the Horizontal Plan You can also move through a time series by clicking on the preview or next time arrow button The minimum and maximum values for a given item can also be displayed 70 MIKE View The Trace Functionality lt Minimum Time 7 8 1994 16 35 Show 4 Synchronize Exam amp PRF wi n 687510 3999996 1056476 5 196 1200000001 199 6299999999 196 1215 196 1215 197 2122 Figure 10 12 Example of information given in info mode on a node MOUSE 10 11 The Trace Functionality When viewing MIKE NET results it is possible to perform forward and backward flow tracking Plot Trace
46. HE ABOVE LIMITATIONS OR THE MAXIMUM LEGALLY APPLICA BLE SUBSET OF THESE LIMITATIONS APPLY TO YOUR PUR CHASE OF THIS SOFTWARE Printing History June 2004 June 2005 December 2006 November 2007 January 2009 December 2011 MIKE Zero GETTING STARTED 11 1 1 Howto Read this User Guide 11 1 2 Introduction ee 11 1 3 Installation of MIKE View 12 14 Starting the MIKE View GUI 12 1 5 Content of the MIKE View Main Window 14 1 5 1 Graphical windows and dialogs 14 15 2 Menus res 15 15 3 Toolbars 2222 Exe x ERE e Sade eae 16 15 4 Thestatusbar 16 WORKING WITH RESULT FILES 17 2 1 Selecting a File forthe Presentation 17 2 2 Selecting Data for the 17 2 3 18 24 Closinga File 18 VIEWING DATA IN 2 19 3 1 Local Menu for the Horizontal Plan 19 3 2 Selecting the Horizontal Plan Type 20 3 3 Controlling Symbols and Fonts 21 3 4 Import
47. Horizontal Plan 142 MIKE View Viewing System Data Presentation Setup x Presentation ser Window Scatter Plot Model vs Gauge Market Best Fit Line Draw Draw Size Dp m Thickness fi Color X Color Type Cross 1 Cancel Figure 14 3 The Load NET Geometry In order to view geometry of water distri bution systems in the MIKE View Horizontal Plan add the EPANET file with X Y coordinates Pressure 24 7 2001 00 00 00 Lessonga res XL Figure 14 4 Typical Result File in the Horizontal Plan 14 3 Viewing System Data The best way to change the result attributes of the Horizontal Plan is by modifying the various available options The Options menu can be acti vated by either selecting the Options Tool in the toolbar or by activating the Horizontal Plan local menu press the right mouse button while in the Horizontal Plan window 143 MIKE NET MIKE VIEW TUTORIAL 14 3 1 The Plan Type The attributes of Links or Nodes in the Horizontal Plan can be adjusted in the Plan Type menu Go to the Options tool on the toolbar and select the Plan Type sheet E MIKE View Statistical Analysis 22 Plt Animation Tools Window BI are FR Er Lir amp t NT gt 10000 cts Model 00 os 10 15 20 25 30 35 Scatter Piot Model vs Gauge
48. IEW TUTORIAL Data Load Selection Ea File Name LessonBa res First Time Step to Load Cancel Last Time Step to Load p FullTime Step for Loading Data Types Select All Deselect All Data Types To Load Demand Head HGL Pressure Water Quality Flow Velocity Headloss 1000 Average Water Quality Status Code IL ISI IL K K K IST IST I L Figure 14 2 The Data Load Selection View By default MIKE View proposes the complete result file to be loaded The tutorial result file is small and you should simply confirm the default selection by clicking on the lt OK gt button After a short while the file is loaded and MIKE View opens two new windows e Horizontal Plan window e Plan Overview window 14 2 Adding a Georeference File for Mike Net The result files from MIKE NET do not contain the geographical informa tion X Y co ordinates needed for plotting the network in the Horizontal Plan If we need to view the water distribution net in the Horizontal Plan we have to add the X Y co ordinates to a running presentation from the INP EPANET file which can be exported from Mike Net as EPANET 2 0 file format To add this INP file go to File gt lt Load Complete Layout in the main menu and select the INP file which matches the result file and press the OK button With geographical information from the INP file loaded you will be able to view the network in the
49. ION OF RESULTS a 244 24 4 220 2 Ser be au a id eu 55 8 1 Animating a Presentation 55 8 2 Controlling the Animation 55 8 3 Synchronizing the Animation 56 9 EXCHANGING DATA 57 9 1 Exporting Graph Data 57 9 2 Exporting WINdOWS 4 esce qx ede ES ed Vedere 57 9 3 Including External Time Series 57 PANUNG 2 4 246 44066 aoe See Lr E 60 10 TOOLS AND ACCESSORIES 61 10 4 Computing Derived tems 61 10 2 Tools Options enn 63 10 3 Tools Overload 65 10 4 8 66 10 5 Saving Window 67 10 6 Saving Complete 67 10 7 Changing Units 67 10 5 The MIKEVIEWINI File 69 10 9 The Load Geometry Feature 70 10 10 The Info 70 10 11 The Trace Functionality 71 10 12 Discharge Capacity Module 71 10 12 1 Step by step un a XS PSS 72 10 12 2 Tabular presentation of results 73 10 12 3 Graphical presentation of results
50. NI located in the Windows directory The file will be cre ated the first time you start MIKE View The MIKEVIEW INI file is updated automatically with the latest program settings each time MIKE View is exited in a regular way This means that MIKE View remembers the last active settings and that your next MIKE View session will be started with the program settings active at the end of your previous session 69 TOOLS AND ACCESSORIES The parameters recorded in the MIKEVIEW INI file include various set ting for each of the MIKE View window types window positions palette settings last loaded files etc Some information in the MIKEVIEW INI file has a static character i e is not subject to the automatic dynamic update If necessary such informa tion can be modified to your specific needs by any ASCII editor If you change the screen resolution in consecutive MIKE View sessions you may experience some problems viewing some of your windows from a previous session e g some windows may have disappeared from the screen This typically happens when you switch between the built in low resolution screen of your portable PC and a high resolution external dis play If you experience problems of this type an instant solution would be to simply to delete the MIKEVIEW INI file to reset the MIKE View set tings 10 9 The Load Geometry Feature The Load Geometry feature MOUSE only found on the main menu under File Load
51. Result File VIDA96 3 res1 1 m VIDAS3B 3 res11 Data Type VIDASG 3HOT res11 DEPTH List Cancel Figure 13 37 Selecting the Result File to be Viewed 13 18 External Time Series In MIKE View you can also import and display time series from various external sources The relevant sources of for external time series ETS are e ASCII files in specific formats TXT e the Clipboard e special MIKE View ASCII files ETS e MOUSE MIKE 11 time series database files DFSO loaded external time series independently of the origin are placed in the external time series ETS RAM buffer which is then used as a source for the selection of those time series to be presented in the individual MIKE View TSW The content of the ETS RAM buffer can be saved to a special ASCII file default extension ETS for later reuse 13 18 1 Copying Discharges to ETS 1 Make TSW active Select the local menu option Values The time series values are now copied to the Clipboard 2 Open Wordpad or Notepad and paste the clipboard contents to view the copied data 3 Make the TSW active Select the local menu option External TS In the ETS dialog select the Paste button This opens the dialog for specifying a file name for the time series that we want to paste from the Clipboard Specify a file name and select lt OK gt see Figure 13 38 4 Select the new item in the ETS list its highlighted and select l
52. SCII file with a default extension CLA At any later occasion the entire layout HPW TSW OHW and LPW can be restored by loading the corresponding CLA file into MIKE View 13 16 1 Save complete layout 1 Make the HPW active 2 Select the local menu option Save Complete Layout 3 In the file dialog specify the file name example using the extension cla select lt OK gt 4 Close the HPW this closes all other windows 13 16 2 Load complete layout 1 Select the main menu entry Tools Load Complete Layout in the file dialog select the file example cla 2 Select Yes to use the result file as primary result file 3 In the data load selection dialog select lt OK gt this opens HPW and the relevant TSW 13 17 Opening Additional Result Files Several result files MIKE11 lt RES11 gt may be opened simultaneously in the same MIKE VIEW session Opening multiple result files in a single session allows the user to compare model results from different simulations To open two result files in a single session it is imperative that the two result files contain the same branch layout with the same grid point names Itis not possible to load two different model networks at the same time 13 17 1 Opening a Second MIKE 11 Result Files 1 You must first have two model simulations from the same network in your working directory If you do not have two model simulation 137 MIK
53. View Selecting a File for the Presentation Sse 2 WORKING WITH RESULT FILES 2 1 Selecting a File for the Presentation When the program is started an Open File dialog appears It is important to remember that only those result files which contain the geographical information of the modelled network can be opened directly by MIKE View other file types have to be added Several file types can be opened from this view PRF MOUSE HD result file binary CRF MOUSE runoff file binary MIKE 11 HD result file binary RES11 MIKE 11 DSF result file binary RES MIKE NET result file binary 2 As many different result files as the available computer hardware capacity allows may be opened by selecting File Open 2 2 Selecting Data for the Presentation By default all available information saved in the result file is selected for loading You can reduce the amount of data to be loaded by excluding some of the available data types by truncating the time period to be presented choos ing the appropriate FIRST and LAST time step or by increasing the Step for loading factor to an integer value larger than one The Data Load Selection view opens up automatically after you select a file to be loaded 17 e WORKING WITH RESULT FILES mime Edit View D New Open Close Save Save As Editor Error Checking Summary Description Printer Setup
54. W contains the Save Window Layout option This allows the relevant information about the current active window layout to be saved Information such as the data source result file name external time series etc the item identi fier the window size and position and graphical layout features are saved in an ASCH file with a default extension WLA At any later occasion when the specified data source is already loaded into MIKE View the window can be restored by loading the corresponding WLA file 13 15 1 Save Time Series Window layout 1 Make the TSW active 2 Select the local menu option Save Window Layout 3 In the file dialog specify the file name exampleTSW using the exten sion wla select lt OK gt 4 Closethe TSW 13 15 2 Load Time Series Window layout 1 Make HPW active 2 Select the local menu option Load Window Layout 3 In the file dialog select the file exampleTSW wla select lt OK gt this automatically opens a TSW 13 16 Save Load Complete Layout The local menu for the Horizontal Plot window contains the Save Com plete Layout option This allows the relevant information about the cur 136 MIKE View Opening Additional Result Files rent presentation layout to be saved Information such as the data source result file names external time series etc the presented item identifiers window sizes and positions and graphical layout features are saved in an A
55. a Mark all points Change for all Figure 10 7 Channel information file saved from MIKE View When adding three new columns to the file it is possible to give informa tion on the line number it is possible to have several lines on a plot the level at which the line occurs and the legend text for the line The columns are tab delimited In the example shown in Figure 10 8 two lines have been added to water level plots of the manhole named 50 x TS Settings Axis and Fonts User marks Information Accumulation Legend Draw w i 4 Right o 5 Figure 10 8 Added columns in channel information file 65 TOOLS AND ACCESSORIES x TS Settings Axis and Fonts User marks Informaten AccumJlation Legend Ow Offset 10 3 zm v Accumulaton s etrot Figure 10 9 User marks shown on a water level plot After loading the file right click on the plot and click Insert Limits The lines appear on time series plots under Options as User marks where col ours etc can be changed Longitudinal profiles do not allow for adjust ment of the lines colours thickness etc 10 4 Tools Accumulate The Tools Accumulate functionality enables aggregation of a result file to accumulated and average values The tool produces a new entry in the var ious lists of data The result appears as if it were a new result file named AccumExam6 prf if the example in Figure 10 10
56. a result file with the naming convention lt prefix gt ADD RES11 These files can all be loaded into 107 MIKE 11 MIKE VIEW TUTORIAL MIKE View through the Open function When loaded the files estab lish a map based platform for the result viewing in MIKE View From the MIKE View point of view the result files are hierarchically divided in two groups e Files including the MIKE 11 network geographical information and e Files with information that can be associated to the geo graphically ref erenced cross sections In this tutorial we will deal specifically with a MIKE 11 result file for a hydrodynamic HD model simulation 13 4 Starting MIKE View a Start MIKE View by choosing MIKE View in the MIKE 11 program group or if you have a shortcut on your desktop by double clicking on the icon If you intend to use MIKE View frequently make a shortcut and place it on the desktop 13 5 Selecting Data for the Presentation When the MIKE VIEW program is started an Open File view opens up MIKE 11 generates result file types that can be opened from the Open File view with file extension RESI11 By default the complete information from a result file is selected for load ing This is usually OK but some large result files may require a selective approach You can reduce the amount of data to be loaded by excluding some of the available data types or by truncating the time period to be prese
57. a to a more manageable level You simply switch ON or OFF certain data types redefine the time interval for load ing and select the appropriate step loading factor to your requirements Data Load Selection ka File Name Tutor 7 First Time SteptoLoad I Cancel Last Time Step to Load 1 Step for Loading fi Data Types To Load WATER LEVEL NODES DISCHARGE PUMP DISCHARGE WEIR WATER LEVEL BRANCHES DISCHARGE BRANCHES VELOCITY BRANCHES VOLUME Time Step lt lt lt lt lt lt lt lt Figure 12 2 The Data Load Selection View As default MIKE View proposes the complete result file to be loaded 92 MIKE View Exploring the MIKE View Screen 25 lt The tutorial result file is small and you should simply confirm the default selection by clicking on the lt OK gt button After a short while the file is loaded and MIKE View opens two new windows 12 6 Exploring the MIKE View Screen gi MIKE View has now opened two windows e Horizontal Plan window e Plan Overview window If your MIKE View remembers some other settings from the previous session the Palette window may also be on the screen and the Horizontal Plan will be colored The Horizontal Plan window is the central feature of MIKE View It dis plays the layout of the sewer network If you select the Horizontal Plan window it becomes the active window and the Horiz
58. al Plan Window 1 Toselecta time series for a specific grid point use either the grid point selection button on the tool bar or select the menu entry Plot TS in Grid Points from the menu bar P Channetsinfo txt Notepad Edt Format View node water Leve node water Level 103 Node water Level 103 Node water Level 103 Node water Level 103 Node water Level 103 Node water Level 103 Node water Level 103 Node water Level 103 Node water Level 103 Node water Level 103 Node water Level 103 Node water Level 103 node water Level 103 Node water Level 103 node water Level Figure 13 9 Plot Times Series in Grid Points Function 116 MIKE View Viewing Time Series in Grid Points Sse 2 A Data Type Selection dialog box will open from which you select the specific result file you want to view and data type that you require From the data type list select WATER LEVEL or DISCHARGE Data Type Selection EE xi Result File VIDASB 3 res11 Data Type water Level m List Cancel Figure 13 10 Data Type Selection for Time Series Plot 3 Select lt OK gt to return to the HPW notice that the cursor will change shape As you move the cursor over a grid point in the HPW it will change shape to indicate it has found a valid grid point with the data type that corresponds to your selection You may select this particular grid point to display the TSW for the selected data type Notepad
59. al Profile Time Series and Q H The number of menu items varies for each window type 15 Sez Getting Started 1 5 3 1 5 4 Toolbars gi The MIKE View online help can also be activated directly by pressing the Fl button on the keyboard this will open the relevant help page where available to the active window The MIKE View toolbars are located under the main menu Each toolbar contains several tool icons all of which serve as shortcuts for important program functions The same functionality for each tool in the toolbars can also be found in the main menu The active tools on the displayed toolbars adapt as the user navigates between different windows As a result each MIKE View window has its own special toolbar optimized for the specific functions associated with the window Individual toolbars can be switched ON and OFF using the View Toolbars option The status bar The MIKE View status bar is located in the bottom of the MIKE View window The left side of the status bar provides information related to the program mode the expected user actions with tips for shortcut keys etc In the right section of the status bar the co ordinates of the cursor are traced and displayed Depending on the type of the active window the co ordinate system may be X Y X Time Time Value or Q H The status bar can be switched ON and OFF under the View menu 16 MIKE
60. al menu is accessed by a click on the right mouse button while in an active Longitudinal Profile window This menu contains the following e the zooming facilities including Advanced zoom with exact specifi cation of axes ranges e buttons for exporting the Longitudinal Profile to MIKE Print the Clip board and to the Metafile EMF e the Options that control the layout of the longitudinal profile e the Clear History facility only available for MIKE 11 which clears the plot of the profile history if this option has been selected e the Multi link facility that makes it possible to choose the how to dis play links if multiple links exist between two nodes used in MOUSE and MIKE URBAN e the Swap Profile that swaps the direction the profile is plotted left right 32 MIKE View The Options for the Local Menu a the animation synchronization control the Save Window Layout feature the Save Profile LPF feature not available in MIKE 11 the Discharge Capacity facility only available for MIKE 11 which calculates channel capacity at user defined levels of the channel The zoom is also accessible via the toolbar 4 3 The Options for the Local Menu Symbols and Fonts Legend Grid Values IV Show Labels and Units Figure 4 2 User title X axis label m Primary axis Show Units Show Label No Primary axis label l Sec
61. also click when the animation is running thereby replaying a certain section over and over again 13 13 Animating Results in the HPW In addition to animating result file time series items in the longitudinal profile LPW the same items can be animated in the HPW The item dynamics are represented by the palette colors and or by graduated sym bols 13 13 1 Animating results in Horizontal Profile Window Time Series Window and Longitudinal Profile Window 1 Your View should by now have the HPW a TSW a QHW and LPW open 2 Make the HPW active and select the local menu Options check the box Draw Branches As Water Level Select OK The links now appear colored and a Palette Window PW is opened The number of classes range and color ramp is determined by MIKE VIEW but can be modified by the user 133 MIKE 11 MIKE VIEW TUTORIAL Figure 13 33 Palette Options 3 Make the PW active and click the right mouse button to access the local menu Select the entry Equidistant Intervals to open the dia log use setting as indicated Next double click on each interval group to define appropriate range intervals following this double click on the color square to define appropriate color ramp for display Equidistant Distribution Ea Number High 334 1 Low 0 0 Cancel Figure 13 34 Adjustment of Palette Intervals 4 Youcan control the palette in many ways and also save specific palette setting
62. also accessible via the toolbar Working with the Local Menu The Options facility allows you to control various items Grids toggles on off the display of grid Units toggles on off the display of units Legend toggles on off the display of legends Decimals controls the number of decimals max 10 to be copied when copying the values of the TS to the clipboard Font controls the fonts used TS Settings controls various TS settings see Figure 5 6 Information 38 MIKE View Working with the Local Menu Options TS Settings Axis and Fonts User marks information Defauk setting Primary Y axis Defauk setting Secondary Y axis 5 nid etr x 13 Ehen fers Figure 5 5 TS Options On the TS Settings dialog it is possible to change the e g the line width markers to be displayed etc If more than one TS is displayed it is possible to add a TS to the previous TS on the graph This is done by using the Add to the previous TS tick box when the TS to be added is highlighted There are numerous ways to change the display of the graph to suit 39 VIEWING TIME SERIES 5 3 1 Load Palette Save Palette Equidistant Intervals Check Intervals Edit Intervals Reset Intervals Palette Type Set as Default Font Apply Figure 5 6 Copy To Clipboard Plot Options information TS Settings For ti
63. and click the right mouse key Select the entry Graphics This action copies the TSW as vector graphics to the clipboard You can now paste the TSW graphics into another win dows word processing application e g WORD ora similar The graphic is a true vector based picture that you can edit and e g add your own annotation 2 You can copy all graphical windows in MIKE View to the clipboard 13 8 Viewing Water Levels In Cross Sections You can display the water levels as an animation on a schematic plot of the corresponding cross sections in the model The cross section windows are linked to the TSW and will show the corresponding water levels for the time shown in the TSW 13 8 1 Selecting and displaying a time series from a link 1 Make the HPW active and select the cross section tool from the tool bar and then move the cursor over the HPW DT MIKE View VIDA96 3 res11 File view Plot Animation Tools Window Help FSG QQQQ QMS Se eK UO Figure 13 16 Selection of the Cross Section Presentation Tool 2 Notice that the cursor will change shape as you move the cursor over a valid cross section grid point Select a grid point to display the Cross Section Animation window 121 e MIKE 11 MIKE VIEW TUTORIAL x Minimum v Maximum Time 7 8 1994 16 35 Show Synchronize Exam amp PRF Node Name 36 Long Name 36 m 687510 399
64. aphically present different types of analyses 1 Time Series Plot Time series plots are useful guides as to the overall shape of the model vs the data Time series plots are at best a qualitative measure of the good ness of fit but they are probably the best indication of how the model trends in comparison with the data trends Time series plots are therefore good for understanding of the process description in the model and how it can represent our concept of the processes in the prototype as represented by the data No other plot can demonstrate the time varying behaviour of the model and data and how the catchments respond 75 RESULT VERIFICATION TOOL ixi 7 fe View Plot Aneaton Tode Window b aiti x 4 TW M nmm yr eps i 12 1 2002 06 30 41 1 58 0 165 Figure 11 1 The Time Series Plot 2 Scatter Plot The scatter graph is a traditional hydrologic analysis plot where the Verti cal Axis is the magnitude of the modeled flow and the horizontal axis is the magnitude of the gauged flow At the time of each gauged data point the model result is interpolated and plotted as an X Y point on the graph If the model and data are in perfect match then the point is plotted on a 45 degree line If the model is low by comparison with the gauge then the point will be plotted below the 45 degree line The red line in the scatter plot see Figure 11 2 is the line of b
65. ations Opens editor for creating editing of the output graph presentations Calculate Calculates the data for the output graphs and error estima tion values for all selected TS Close Closes the dialog 11 2 2 Presentation set dialog The presentation dialog is opened by the button Presentations from the main dialog 84 MIKE View Description of the Functionality lt 2 Zoom Out Previous Zoom Zoom to Full Extent Metafile gt Copy Values Copy to MIKE Print Options Open TS Next TS Previous TS Time Pointing Synchronized Save Window Layout Figure 11 7 The Presentation Dialog User can add remove presentations using the standard MIKEView icons The parameters for the individual presentation areas can be edited after pressing the button Setup Presentation Setup Presentation sei Window Scatter Plot Model vs Gauge Marker r Best Fit Line Draw Draw Size m Thickness n Color Color wi Type Cross 1 v Cancel Figure 11 8 parameters for the individual presentation areas be edited from the setup dialog In this dialog user can select the size type and the color of the markers for the data points and color and thickness of the best fit line 85 Sez RESULT VERIFICATION TOOL 11 2 3 Presentation of the results The presentation window contains three parts Graphical
66. ayed in stead the US UNITS SI should be copied to the US UNITS TXT The units to be displayed in MIKE View are set as MIKE View is initiated 1 e the US UNITS US SI should be copied to the US UNITS TXT file before starting MIKE View MIKE View is delivered with two standard sets of units the SI SI UNITS UNI and the American system US UNITS UNI You can easily adapt MIKE View to show the results in your own system fully consistent with the usual practice in the country or the region of the application The unit configuration files contain the unit information relevant for the system geometry and for each of the result item types as identified by the M11 record type integer codes The unit information is actually specified for a range of item types all sharing the same unit of measure The unit information for the geometry includes the X Y and Z conversion factors relative to the standard SI unit offset adjustment the unit identi fier and the number of decimals to be shown The information related to the result items includes the specification of the M11 record type range low and high boundary the conversion factor rel ative to the standard SI unit unit offset the unit identifier and the number of decimals An example of of one units parameter file US units is presented in Figure 10 11 MIKE View The MIKEVIEW INI File UNIT DEFINITION TRANSFORMATION one set of transformation parameters MODULE
67. be saved into a PAL file Gradually a small library of favorite palette files can be built which can be reused in any other pres entation simply by loading an appropriate one The palette can be removed if required by switching the palette tool bar button to the OFF position The palette can be restored by switching the palette tool bar button back to the ON position 30 MIKE View Selecting a Profile ma 4 VIEWING LONGITUDINAL PROFILES 4 1 Selecting a Profile Longitudinal profiles of the model network can be selected graphically by pointing and clicking on a Horizontal Plan view Click on the longitudinal profile icon on the tool bar or select the Plot Profile on the main menu while in an active Horizontal Plan window to activate the profile selection mode The profile icon on the tool bar The change of the program mode is indicated by a change of the cursor shape Selection of a profile is now possible when you approach a valid node to be included in the profile with the cursor If the model node is valid for inclusion in a profile the cursor shape will change into an arrow icon EM Status bar in the bottom of the screen informs about the current program mode and suggests the action When a valid node for the profile is selected it changes to a bold green cir cle or in the case of MIKE 11 the model reach turns green Each subse quent click on the mouse button selects the next valid node along the netwo
68. c across the time period of the analysis hence the plot is called a Temporal Bias Plot This plot indicates temporal biases for model fitted and or gauge values of level and flow rate measurements and it indicates where this temporal bias occurs if it is a regular or random occurrence This plot tends to show if there are certain time periods where errors occur If there are multiple instances of the same behaviour then it is not due to an iso lated event and is something which repeats 77 RESULT VERIFICATION TOOL A line of best fit is calculated and if the slope on the line is zero i e the line of best fit is parallel to the horizontal axis then there is no trend of bias in the comparison In the case where the slope is zero but the Y inter cept is non zero then there is probably a baseflow missing or else there is too much baseflow raiunwi de TW Bi 213922 4 20 Figure 11 3 The Temporal Residual 4 Magnitude Bias The magnitude residual plot is like the scatter graph but normalised to a horizontal axis By plotting the difference between the model and gauge on the vertical axis and the average of the model and the gauge on the hor izontal axis the line of best fit becomes a horizontal line with Y Intercept zero Hence this plot shows more clearly the width of the scatter at certain flow rates or levels and will signal wide errors at certain hydraulic condi tions or when certain thresholds are exceeded
69. can be used to indicate critical levels such as culvert details or road levels at loca tions along the profile The effects of various presentation options are best understood by trying a small example use the tutorial 34 MIKE View Selecting a Time Series ma 5 VIEWING TIME SERIES 5 1 Selecting a Time Series Time series information can be associated with nodes or with links Some result files also contain time series related to the whole system system items You can select a time series graphically pointing and clicking on a Hori zontal Plan or by making a selection from a list The selection mode is activated while in an active Horizontal Plan win dow by clicking on the node or link icon on the toolbar or selecting the Plot TS in Nodes or Plot TS in Links in MOUSE MIKE URBAN or Plot TS in Grid Points in MIKE 11 on the main menu This will open the time series selection dialog Data Type Selection x Data Type Result File pt WATER LEVEL NODES List Cancel Figure 5 1 Time Series Selection Dialog The time series selection dialog allows for the specification of the result file name if several result files have been added and the time series type Available types depend on the result file The button closes the dialog and activates the graphical selection mode The change of the program mode is indicated by a change of the cursor shap
70. d reverse directions Design your custom palette and set Max and Min values for the range to be displayed in the horizontal plot for the best fit to your needs 8 2 Controlling the Animation The speed of the animation starting and ending time step as well as the stepping rate are controlled from the animation Advanced Control dialog box This dialog can be accessed via the main menu selection Animation Advanced RE Cem Rate Figure 8 1 Animation Advanced Control dialog 55 e ANIMATION OF RESULTS x The maximum animation speed and the smoothness of the animation may depend on the power of your computer fast machine allows more freedom to adjust the preferred animation speed A check in the Continuous Animation box keeps the animation running continuously 83 Synchronizing the Animation Animations most often run in the currently active Horizontal Plan or Lon gitudinal Profile window Optionally animated presentations in multiple windows can be run simultaneously and fully synchronized The main switch for synchronized animation is accessed under the main menu Animation facility Selecting the Synchronize All Plots or Clear All Synchronization respectively switches ON or OFF the synchroni zation switches in all opened windows Additionally any window can be included or excluded from a synchronized presentation simply by check ing the Synchro
71. d visually as data errors often show as a set of strange looking points in the magnitude residual or in the temporal bias plots Other issues such as spatial variability of rainfall are also easier to justify when looking at the model and data comparison in a variety of ways 88 MIKE View What Will Learn 12 MOUSE MIKE URBAN MIKE VIEW TUTORIAL 12 1 What Will Learn This tutorial will guide you step by step through the basic features of MIKE View The result file included in this tutorial is a MOUSE result file originates from the MOUSE Short Introduction and Tutorial When working through the tutorial will help you learn to apply most of the important features of MIKE View Your understanding of MIKE View can also be enhanced with the help of the MIKE View Manual and the MIKE View online Help Since SWMM 5 result files need to be converted into MOUSE result files before being loaded into MIKE View the entire tutorial also applies to fea tures that can be used with SWMM 5 data 12 2 Before You Begin You can work through this Tutorial without any prior experience with MIKE View However before you begin the tutorial you should ensure that MIKE View is properly installed and that you can start the program Even though MIKE View is a user friendly presentation tool for urban drainage systems rivers and canal networks the successful use of the pro gram requires some basic understanding of the res
72. dis played by releasing the left mouse button at the required location The deepest possible zoom enlarges of the model view down to a 1 meter resolution The Zoom Out option works in the opposite manner to the Zoom In facility 27 Sez VIEWING DATA IN A HORIZONTAL PLAN a 3 8 Controlling the Palette Figure 3 9 Load Palette Save Palette Equidistant Intervals Check Intervals Edit Intervals Reset Intervals Palette Set as Default Font Apply To Clipboard Figure 3 10 local menu of the palette The Overview plan window can be of great assistance when zooming in It displays the extent of the zoomed frame on the overview plan and also allows moving the zoomed frame within the overall model area To move the zoom area within the overview window click on the zoomed frame inside the Overview plan and drag it to the desired location The color palette for the Horizontal Plan presentation is displayed in the Palette Window see Figure 3 9 The palette window displaying one of the five available palette types 28 MIKE View Controlling the Palette B The local palette menu allows numerous possibilities to adjust the palette precisely to fit the current needs and preferences The following palette appearance features can be controlled e The graphical palette shape can be selected from five diffe
73. e The selection is possible only when you approach a valid node or link and the cursor shape turns into an arrow Clicking the mouse on the required node opens a time series graphical window and makes it active You can zoom in and zoom out even while in a selection mode In MOUSE MIKE URBAN when you select a link you should further specify the location of your choice along the selected link computational point 35 Se VIEWING TIME SERIES Select Grid Point x Link 4004 4024 g 0 00 1443 28 Distance 55 Cancel Selecting a location along a link in MOUSE MIKE URBAN Figure 5 2 The selection of the system items can only be activated from the main menu Plot TS of System data The List button in the Data Type Selection Window opens the time series list window The time series list contains the time series identifiers as well as maximum and minimum values of the item along with the asso ciated times that the maximum and minimum occurred in the time series This window is equipped with fast search facilities and the group selec tion de selection tools An individual time series is selected by selecting the check box in front of the time series ID Multiple time series can be selected for viewing The selected time series can be presented as a data list Show values or as a graph Draw graph IAA x m ee Rem WATER LEVEL NODES Numbe
74. e colors This display can be simplified 1f desired by removing one of the presentation varia bles e g either set the symbols min and max size to be equal or adjust the palette so that only one color is displayed for the entire range of the selected item Zooming A global view of a large network may not display the required level of detail of the model MIKE View allows you to focus on smaller parts of your network through the Zoom function The available Zoom functions are e Zoom in e Zoom out e Zoom to model extent e Return to previous zoom frame The MIKE View zoom facility is activated by the toolbar zoom icons or as a selection on the local menu the right mouse button The activation of the Zoom In function changes the standard cursor shape into a magnifying glass symbol Zooming can be enabled in two modes By repeatedly clicking on the left mouse button the display is enlarged in steps The location pointed to by the cursor is becomes the center of the next enlarged plot The zoom mode is terminated by press ing the lt Esc gt key Alternatively the desired zoom area can be framed by a rectangle with an origin corner located by the position of the center of the cursor The size and the coverage of the zoom area is determined by dragging over the screen with left mouse button down to the diametrically opposite corner of the desired zoom rectangle The desired zoom area is caught and
75. ect your preferred font type and size under the Symbols and Fonts group The system can be explored further by selecting and viewing the longitu dinal profiles along various selected paths 1 All Windows r Subjects Horizontal Plan Exam6 PRF Move Up Node B4 1502 Water Level 39 40 water level in branches Move Down 81 45 water level in branches Q H HN 41 gt 40 43 96 Create Rename Delete Windows in Subject Node B4 1502 Water Lev lt lt Figure 12 4 The network plan plot with the system elements displayed and with slopes selected as the drawing mode The zoom function is available in all of the MIKE View graphical presen tation windows It is activated by choosing the various zoom tools in the toolbar or by selecting Zoom In Zoom or Zoom Previous in the local menu Activate the local menu by clicking on the right mouse button If you choose Zoom In the cursor changes to a magnifying glass symbol Move it to the location on the plan plot that you would like to be one of the corners of the zoomed in frame Then press the left mouse button and drag the cursor across the Horizontal Plan The cursor has again changed shape The zoom frame rectangle appears and indicates the area which will be included in the zoomed Horizontal Plan window Continue dragging the cursor until you are satisfied with the area included Release the mou
76. ection of the Q H Curve Plot Tool 2 Return to the HPW notice that the cursor has changed shape Move the cursor in the HPW and notice how the shape changes when you move close to a valid grid point This indicates that you may select this particular grid point to display a Q H Curve 3 Select a grid point to open the Q H Curve window 4 Move the cursor to the TSW and click the right mouse key this opens the local menu Select the entry Open TS this opens a new TSW displaying the Q and H time series the current Q H Curve has been computed from 5 Move the cursor to the Q H TSW and click the right mouse key this opens the local menu Select the entry Options to open a dialog with options for customizing the Q H Curve display 123 MIKE 11 MIKE VIEW TUTORIAL Grid Point rr Line with fr 4 Point Size p 2 Change Font Draw W line PR Uns I Grid V Show Postion on Horizontal Plan 7 Time Pointing Snake Line Length 5 H V Synchronize Animation x c Figure 13 19 Plot Options 6 Select the local menu entry Copy Values to copy the Q and H values from the two time series to the clipboard Open Notepad and paste the time series 13 10 Viewing Longitudinal Profiles A longitudinal profile displays the spatial and temporal variation of the Simulated Hydraulic Grade Line HGL or Discharge along user selected segments The user selects the profile path in
77. ed in seeing the negative flooding dis played i e the situation where the water levels are below the surface lev els as specified in the MOUSE model You can easily avoid plotting negative flooding values by adjusting the Min and Max of the dis played range 99 MOUSE MIKE URBAN MIKE VIEW TUTORIAL Zoom In Zoom Out Previous Zoom Zoom to Full Extent Metafile Copy to MIKE Print All to MIKE Print Options Change Palette Intervals Synchronized Save Window Layout Load Window Layout Save Complete Layout Load profile Figure 12 8 Accessing the min max range of the color palette Activate the lt Change Palette Intervals gt function in the Horizontal Plan local menu and change the Min to zero if it is not already zero as on Figure 12 9 You may also change the Max value to be a round number Confirm your settings and have a look at the plan plot Initially the whole network is gray indicating that there is no flooding When you start the simulation only those parts of the system where the flooding actually occurs will change color according to the palette External Time Series Figure 12 9 Changing the min max range of the color palette The palette may be controlled in many ways Click the right mouse button while in the palette window and examine the possibilities If you do not like the colors on the palette you may change them with t
78. ed item information Node 14 7 Forward and Backward Tracking After loading the results the user can perform interactive forward and backward tracking of the flow to show where water goes 70 5 and where water originates 0 5 from at a particular node To perform forward and backward flow tracking select TRACE from the Plot menu Then from the Horizontal plan click on the node where you are interested to analyze forward and backward tracking of flow MIKE VIEW will display the path s from the selected node with which the nodes supply water to and the path s taken by flow to get to the selected node from the source node s Analysis of forward and backward tracking will result in optional colors being assigned to the network 155 MIKE NET MIKE VIEW TUTORIAL Change Palette ntervals X LL Maximum 050 Cancel Ful Range Figure 14 21 Example of forward and backward tracking 156 MIKE View 157
79. eff an absolute value maxdiff or both The results from the instability compu tation may also Zoom In Zoom Out Previous Zoom Zoom to Full Extent Advanced Zoom Synchronize TS zoom be written to a text file Metafile Copy Values Copy to MIKE Print Options TS Info External TS Add TS Next TS Previous TS Delete TS Redirect v Time Pointing v Synchronized Save Window Layout Duration Curves Error Estimation Accumulated Values Figure 10 3 The Instability dialog 62 MIKE View Tools Options C WATER LEVEL BRANCHES WATER LEVEL NODES WATER LEVEL NODES DISCHARGE PUMP DISCHARGE WEIR PTH Figure 10 4 computed derived items can be presented in e g a horizontal plot 10 2 Tools Options On the main menu under Tools Options the logo tab page provides func tionality to display a bitmap bmp file in the lower left corner of every window displayed in MIKE View see Figure 10 5 to see the input required It is typically used to display a company logo and title The Text fields are displayed right of the logo 63 TOOLS AND ACCESSORIES TS Settings Axis and Fonts User marks Information Defauk setting Primary Y axis Defa setting Secondary Y axis Color n G TS Indvidusl settings Gephtype Draw Markers Number of markers 0 Mark all points Point Maximum 5
80. eries Window layout 136 13 16 Save Load Complete Layout 136 13 16 1 Save complete 137 13 16 2 Load complete layout 137 13 17 Opening Additional Result Files 137 13 17 1 Opening a Second MIKE 11 Result Files 137 13 18 External Time 5 5 139 13 18 1 Copying Discharges to ETS 139 13 18 2 Working with 5 140 14 MIKE NET MIKE VIEW TUTORIAL 2 141 14 4 Loading Result Files 141 14 2 Adding a Georeference File for Mike Net 142 14 3 Viewing System 143 14 3 1 144 14 3 2 The Symbols Fonts 144 14 3 3 146 14 4 Controlling the Palette 148 14 5 150 8 MIKE Zero 14 6 TimeSeries 14 7 Forward and Backward Tracking 10 MIKE Zero How to Read this User Guide 1 GETTING STARTED 1 1 How to Read this User Guide MIKE View is a map based GUI for the presentation of results from the MOUSE MIKE URBAN MIKE NET and MIKE 11 one dimensional looped network software
81. est fit and the coefficient of correlation r2 is calculated The r2 value is a measure of the degree of intensity of association between the data and the model A high value 1 indicates that there is a very intense association while a low value 0 indicates that there is a very low association The scatter plot visually shows if there is high or low behaviour in specific flow ranges and also the width of the scatter gives a qualitative estimate of the amount of variability at a given flow rate or level The analysis therefore lends much more than just a quantitative r2 it also allows the 76 MIKE View Description of the Tool 25 lt modeler to observe where the bias occurs in general areas of the modeled behaviour ZZ IC Vew Statistical Amalhyrsis aifixi CL f e View Plot Tode Window b siti x amp 9 G95Eg55 eno Mw neos Me Ope dte oboe ved I 42408 Figure 11 2 The Scatter Plot 3 Temporal Bias Residual is defined as the difference between the model and the data at the same point in time or expressed as model data A plot of the residual against time is shown in Figure 11 3 and is called a temporal bias plot The vertical axis is the difference between the gauge and the model and the horizontal axis is time Bias in the predictions of the model vs the data would be expressed as a trend or shift of the residual which is systemati
82. ew zoom facility 15 activated by the tool bar zoom icons or as a selection on the local menu the right mouse button ES MIKE View VIDA96 3 res11 Figure 13 29 Activation of Zoom Tools 3 Select Zoom In observe how the cursor changes shape into a magni fying glass symbol 4 Position the cursor at a one of the corners of your zoomed in frame click the left mouse key The desired zoom area is framed by a rectan gle with an origin corner located by the position of the center of the cursor Keep the left mouse button pushed down and drag to the diag onal corner of a rectangle over the area of the screen you want to zoom to The size and the coverage of the zoom area 15 determined by when you release the button and you are zoomed in 5 You can zoom in as many times as you want 6 The overview plan window can be of great assistance when zooming in It displays the extension of the zoomed frame on the overview plan as a rectangle and moreover allows you to move the zoomed frame inside the whole model area Make the overview window active select 130 MIKE View Animating Results in the Longitudinal Profile Window Se the zoomed frame and drag it to the desired location observe how the HPW pans 7 Use the scroll bars in the HPW to pan the zoomed frame over the net work area 8 Select the option Zoom Out to return to full view 9 The option Zoom Previous returns the zoom frame to the previo
83. he palette editor Just double click on the color you want to change and the palette editor opens Similarly if the range intervals are not suitable for your presentation double click on the value that you want to edit Spend some time exploring the palette options If you create a custom pal ette of general applicability or if you want to be able to recall the same 100 MIKE View Viewing Results in a Longitudinal Profile customized palette the next time you work with MIKE View you can save the palette settings into a PAL file Next time you are using MIKE View you will be able to reload the same PAL file for use with your new result files 12 8 6 Exporting the horizontal plan You will often be in a situation where you want to include some of the MIKE View graphics into your text report This is a simple task Your word processor should be a true Windows application with Copy and Paste facilities e g Word Start the word processor and open your report document or create a new one for the exercise Return to MIKE View adjust the Horizontal Plan to fit your needs in the report and activate the local menu Then simply click on the Make Metafile gt option The content of your Horizontal Plan will be copied to the Windows Clipboard Switch again to the text editor position the cursor at the desired location and activate the standard lt Edit gt lt Paste gt function The MIKE View plot is pasted directly
84. her units than SI the MIKEVIEW INI file located in the Windows directory must be man ually edited to compensate for the co ordinate offset and or for the scal ing in relation to SI 23 e VIEWING DATA IN A HORIZONTAL PLAN The section of the MIKEVIEW INI file controlling the DXF image offset and scaling is shown below DXF transform Xoff 0 00 Yoff 0 00 Xmulti 1 0000 Y multi 1 0000 Itis possible to add several BMP and TIFF files to the background of a single Horizontal Plan window The visibility of these can be set individu ally to Full the entire image is drawn Name Border only the name of file and the border of the image will be shown Border solely the border of image is shown and None The images will be drawn in the sequence shown in the list of images A bitmap BMP or a TIFF file requires additional information which links the background map image with the model co ordinate system The required information is usually provided by the supplier of the digitized image In case that you do the map scanning on your own a trial and error method is the only way to make the image fit with your model You should provide this information in a special ASCII file file name the same as the BMP TIFF file default extension BMW TFW A BMW TFW file consists of 6 lines containing the following informa tion e number of meters per pixel in X direction of the bitmap image e O shou
85. hical View The time series local menu is accessed by a click on the right Mouse but ton while in an active time series window lt 51 9 544 57 0 53 6 62 1 647 67 3 63 8 724 75 0 77 6 Figure 5 4 This local menu contains the following facilities 51 9 54 4 57 0 596 62 1 64 7 67 3 69 8 724 75 0 77 6 Time series local menu e the zooming facility the Synchronize TS zoom will make other open TS windows apply the same zoom as in the active window 37 VIEWING TIME SERIES 5 3 buttons for exporting the time series graphics to MIKE Print to the Clipboard and to the metafile EMF It is possible to copy the val ues of the TS to the clipboard and then paste tem into e g Excel the options for the graphical TS presentation Item info tool displays information describing the node where the TS is displayed e g min and max values are given for the TS External TS opens the External Time Series dialog allowing to import and export time series data Add Delete tools i e adding TS by pointing on the horizontal plan displaying next and previous TS defined as the order the results are stored in the binary result file Redirect TS will apply the options set for the active TS window to the next TS chosen to display the animation synchronization control Save window layout Duration Curve tool Error Estimation tool Accumulated values LE The Zoom and Add Delete tools are
86. ies in the TSW Delete time series to from existing TSW by selecting the local TS entry Delete TS or by selecting the button located on the tool bar This opens the Delete TS dialog prompting you to select a TS to remove from the TSW Explore the Delete time series options using the tool bars I 5 Figure 13 13 Delete Time Series Option 119 MIKE 11 MIKE VIEW TUTORIAL 13 7 5 Time series information 1 Make the TSW active and click the right mouse key Select the entry TS Info to open the local Info Node dialog This dialog displays detailed information about the current grid point Tne Senes Water ivei VOASG Sre311 I 1 li m th li f ml in Bil S m i Figure 13 14 Time Series Info Selection from the Local Menu 2 Select the Show Values button to open the dialog showing the actual time series values il Figure 13 15 Typical Grid Point Info 120 MIKE View Viewing Water Levels In Cross Sections Se 3 Select the Copy All button to copy the entire time series to the clip board You can now paste the time series into any other windows application e g EXCEL or Windows Notepad Go to the Windows Start button select programs Accessories Notepad Once in Notepad select Edit Paste to paste the time series values 4 The local entry Values has the same functionality 13 7 6 Copy graphics 1 Make the TSW active
87. ill get an overview of the opera tion and application of most of the important features of MIKE View With the help of the MIKE View Manual and the MIKE View Online Help you will learn how to obtain optimal results from your work with MIKE View 13 2 Before You Begin You can work through this Tutorial without any prior experience with MIKE View Before you begin you should ensure that the MIKE View software is properly installed and you can start the program otherwise refer to the MIKE View User Manual for installation guidelines This session follows naturally after having developed and simulated a MIKE 11 model You ve simulated a MIKE 11 model now you want to have a look at the model results Even though MIKE View is a user friendly presentation tool for urban drainage systems rivers and canal networks the successful usage of the program requires some basic understanding of the respective hydraulic engineering areas A copy of the result file used by this tutorial is automatically installed on your computer It is located in the MikeZero Examples MIKE_11 Vida directory 13 3 About MIKE 11 Result Files MIKE 11 produces several different types of result files which all have one thing in common they contain time series results for various varia bles in the modeled system The files all have the extension RES11 Result files containing additional output parameters as selected in the MIKE 11 HD11 parameter file are found in
88. impression of the topographical layout of the network the slopes of links will be displayed as a palette of colors we ll work with the pal ette in later exercise 3 Open the drop down list in Gird Points selection to choose between available data types that can be displayed These are dynamic data types time series and can be animated 112 MIKE View Horizontal Plan Options Symbols and Fonts 1 Open the HPW options dialog and select the Symbols and Fonts tab group Plan Type Symbols and Fonts Axes Background Files Show Line Width E 21 Branches Element Size 2 Grid Points Labels Node Size 2 IV Slope Axis Font Select IV Detailed Drawing Cancel Help Figure 13 5 Horizontal Plan Window Options Symbols and Fonts 2 Check display of Branches Grid Points Labels and Slope ON and press OK The HPW now displays network and grid points with labels 3 Select the Plan Type tab group and select Draw Links As Slope Press OK The HPW now indicates the branch slope defined by color coding of the palette 113 MIKE 11 MIKE VIEW TUTORIAL Axes 1 Open the HPW options dialog and select the Axes tab group Here you can control display of Grid Lines Axis Units and Axis values Load On Line Settings Settings Logo TextFont Text DHI Water Environment Health DHI Software BMP file Select
89. in external TS Peak Modeled Value Maximum value in computed TS Peak error Percent error between peak observed value and peak mod eled value Contents of the error estimation window can be saved to a comma sep arated value csv file and viewed in Microsoft Excel Navigation window This window is used for the selection of the analysis for the presentation Handling of missing or bad data Often data series have dropouts or bad or missing data These data are normally flagged by a special value or are simply missing in the time series A technique for undertaking the analysis to accommodate bad or missing data is to implement a threshold value and for values below this the analysis will not be undertaken For the time series residual scatter plot and magnitude residual plots model data pairs where the data is below the threshold are not included in the analysis 87 e RESULT VERIFICATION TOOL e Forthe volume checks in the tabular data model node data pairs where the data value is below the threshold are ignored If for example the data value is above the threshold and the model data is below the threshold then the volume error is included in the calculation However ifthe data value is below the threshold then the pair of val ues is ignored in the assessment regardless of whether the model is above or below the threshold An advantage of the plotting is that errors in the data can be easily identi fie
90. ing a Background Map 23 3 5 Controlling Ihe Axes ud wa 4 wu 460 4446 eoe e bn 25 3 6 Using Graduated 5 5 26 as ooo APPEL 27 3 8 Controlling the Palette 28 VIEWING LONGITUDINAL PROFILES 31 41 5 31 42 Working withthe Local Menu 32 4 3 Options forthe LocalMenu 33 VIEWING TIME 5 35 5 1 Selectinga Time Series 35 5 2 Working with the Local Menu the Graphical View 37 5 3 Working with the Local Menu 38 5 3 1 Plot Options information 40 5 4 Adding Time Series to a Graph 42 5 5 Getting 42 5 6 42 5 7 Error Estimation 44 5 8 Accumulated Values 45 Sez 6 5 47 6 1 Selecting the Location 47 6 2 Working with the Local Menu 48 7 OPERATING WITH SUBJECTS 51 7 1 _ 5 51 B ANIMAT
91. inter polation method For each water level case two more columns are shown with the water level and the interpolated calculated discharge The user may have to move the scroll bar to the right in order to see these columns 10 12 3 Graphical presentation of results Once the dialog is closed the discharge cases calculated are saved as static item information The names of these items are automatically generated as Q Capacity 1 Q Capacity 2 etc Such items can be visualized on the longitudinal profile through the local pop up menu gt Option gt Graphical Items 74 MIKE View Description of the Tool ea 11 RESULT VERIFICATION TOOL 11 1 Description of the Tool The result verification toolbox is designed as a calibration aid and to pro vide a range of numerical values to quantify the differences between mod eled and measured time series It can also be used to compare options i e between various analyses Comparisons can be made for the entire set of the time series TS a zoomed in portion of the TS or a user specified time period of the TS All parameters locations of the TS names of the exter nal TS to compare and the setup of the graphical presentations colors types of symbols fonts etc can be saved in a PFS Parameter File Stand ard DHI standard format for the TXT files and reused The tool can be used for any type of the TS included in the result file The tool creates up to 6 plots which gr
92. into your document as a fully vectored graphic image that may be edited or resized This facility works for any graphical window in MIKE View 12 9 Viewing Results in a Longitudinal Profile The Horizontal Plan window is the working area from which items may be selected for all the other presentation modes e g longitudinal profiles time series and Q H relations 12 9 1 Selecting a longitudinal profile Let s assume that we want to have a look at the longitudinal profile start ing from node B4 1520 through the pumping station and then down to outlet A0 0327 Click on the Longitudinal Profile tool in the toolbar and point with the cursor in the vicinity of node B4 1520 When the cursor changes to an arrow it means that you are near a valid node and can start the selection of the longitudinal profile Click on the mouse and node B4 1520 changes into a large green circle Continue the selection by clicking at each node or in the direction along the desired path MIKE View paints your selections bold green When you 101 MOUSE MIKE URBAN MIKE VIEW TUTORIAL arrive to the outlet MIKE View recognizes the end of the path and pro poses that the selection be closed Confirm the profile selection and choose the type of variable that you would like to show in the longitudinal profile The default selection is Water Levels UE Pratt Meat Tater eee lei xl CUm Mew me Mean ph gne algi zi RARQQM
93. is used Time Series Weir Orifice Gate Discharge m3 s Time Series We 1 one dean 1 4 Figure 10 10 Accumulate dialog The Accumulate hours indicates the time prior to the accumulated value that the value comprises If e g 1 hour is selected results are computed at 66 MIKE View Saving Window Layout ea exactly hour intervals All water levels are averaged within the chosen period whereas all discharges are accumulated 10 5 Saving Window Layout The local menu for each graphical window contains the Save Window Layout option This facility saves the relevant information about the cur rent active window layout including data source result file name exter nal time series etc the item identifier the window size and position and graphical layout features in an ASCII file with a default extension WLA At any later occasion after the specified result file has been loaded into MIKE View the window layout can be restored by loading the corre sponding WLA file Re loading of WLA files is activated using the Tools main menu option 10 6 Saving Complete Layout The local menu for the Horizontal Plot window contains the Save Com plete Layout option This facility allows the relevant information about the current presentation layout such as data source result file names external time series etc the presented item identifiers
94. l for Temporal Bias Plot The temporal bias plot is divided into a number of time periods and the values in the time window are used as a population to calculate mean and 5 and 95 confidence intervals The confidence intervals are based on the assumption that the error is normally distributed e R2vsLag Time Plot The user specifies a time period in the menu and the number of lags to be analysed The tool then shifts the modeled time series both forward and backwards in time compared to the origi nal position and calculates the R2 for each position The plot produced is there a plot of number of lags on the horizontal axis both negative and positive and the R2 on the vertical axis The plot can be used to determine if there are fundamental data shifts in the information or for example it can be useful in dry weather calibration to show the lag in the pipe system Plot and analysis characteristics The user can also specify the number of intervals for the Magnitude Bias and Error Distribution Plots and whether the gauge uncertainty will be used in the error estimations The lower part of the window shows the contents of the analysis One line is needed for each individual analysis The following values can be selected e Actual Name Name of the analysis used for navigation and as the Title In presentation e TS The TS name is loaded automatically and cannot be changed computed TS that are shown in the Time Series Window are au
95. ld not be modified e O should not be modified e Number of meters per pixel along Y direction ofthe bitmap image The negative sign reflects the default choice of the image origin point at the left upper corner i e the image 15 drawn along the negative direction of the Y axis e Xco ordinate of the left upper corner of the bitmap image should be consistent with your model co ordinates e Y co ordinate of the left upper corner of the bitmap image should be consistent with your model co ordinates 24 MIKE View Controlling the Axes maa An example of a BMW file is given below 4 100000 0 0 4 100000 5234000 3245000 Figure 3 6 Example of BMW file 3 5 Controlling the Axes The orientation of the co ordinate axes the appearance of the Horizontal Plan grid and the axes descriptors can be controlled through the axis view box The axis view options menu can be activated under the Horizontal Plan local menu selection Options Axis Zoom In Zoom Out Previous Zoom Zoom to Full Extent Metafile gt Copy to MIKE Print All to MIKE Print Options Change Palette Intervals v Synchronized Save Window Layout Load Window Layout Save Complete Layout Load profile Figure 3 7 The Options View showing Axes settings 25 e VIEWING DATA IN A HORIZONTAL PLAN The Options selection is accessed through a click on the options icon on the Horizontal Plan tool bar or
96. levels The number of water levels to calculate the discharge at is specified in the field Number of cases to calculate The list of predefined levels will adjust automatically to the number of cases selected For each case the water level can be selected as one of the following e Leftlevee bank level of marker 1 in the cross section e Right levee bank level of marker 3 in the cross section e Minofleft and right levee the lower of the level at marker 2 and 3 e Leftlow flow bank level of marker 4 in the cross section e Right low flow bank level of marker 5 in the cross section e Minofleft and right low flow the lower of the level at marker 4 and 5 e Max water level the maximum water level that occurred in the simu lation e Any ofthe user defined marks specified in the HD parameter file prior to the simulation Once the calculation method is selected and the levels are defined the Calculate button is pressed and the result will be shown in the lower part of the dialog 10 12 2 Tabular presentation of results For each h point the results of the discharge calculation are shown in the following columns e River name and chainage for the h point 73 TOOLS AND ACCESSORIES e The parameters a b and n this column is not shown for the interpola tion method The correlation coefficient r between the actual data and the equation given by the coefficients a b and n this column is not shown for the
97. lt files before they are loaded into MIKE View all features valid for MOUSE are also valid for SWMM 5 Sse Getting Started The results can be presented as e Color animations or static plots on a Horizontal Plan e Animated longitudinal profiles e Time series and duration curve graphs e Q H relations your comments and suggestions for future versions Please feel free to MIKE View is undergoing continuing development We would welcome pass on your comments to DHI directly or via your local DHI agent 1 3 Installation of MIKE View When installing MOUSE MIKE URBAN MIKE NET or MIKE 1 then MIKE View will be installed automatically with the installation of these software packages 1 4 Starting the MIKE View GUI The MIKE View GUI can be activated from various locations The pro gram is activated from Windows by double clicking on the MIKE View icon in the MOUSE MIKE NET MIKE URBAN or MIKE 11 program group d E Manuals EY OHI License Updater By ArcGIS Desktop Administrator OHI Software Updater Si ArcGIS Registration 2 License Administration EB License Setup mouse gt CT MIKE URBAN B MIKEView MIKEView Language Switcher E Release Note Figure 1 1 Example of how to start MIKE View from the program group For convenience MIKE View may also be started from within MOUSE by activating the Project Start MIKE View menu option or by clicking on the MIKE View button in
98. me series plots with discharges the pop up menu by right clicking and choosing Options offers a tab page named Information This enables a label on the plot with the accumulated flow within the displayed flow graph 40 MIKE View Working with the Local Menu 4 TS Settings Axis and Fonts User marks informaton Accumation Legend IV Draw Offset wo mm v 2 Tide Accumulaton Number of decals 2 Figure 5 7 Accumulation legend input page Notice that the accumulated volume is calculated from the part of the flow curve that is visible The resulting Accumulation legend is shown in Figure 5 8 Select Palette Type Paint Colors in Reverse Order Cancel Figure 5 8 Accumulation legend 41 e VIEWING TIME SERIES 5 4 Adding Time Series to a Graph Each time series graph can contain several time series However only two different time series types can be presented simultaneously The Add Item function of the time series local menu re activates the time series selection mode The new item is added to the time series graph upon the selection If the added item is of a different type the right sec ondary y axis will be activated with the units corresponding to the added item If you add too many items to the time series graph you can restore the desired content of the graph using the Delete item function of the local menu Add Item and
99. nize box under the Options of a local menu of an active window In this case the synchronization has to be turned ON in the window from which the animation is started Py The animated presentations of multiple networks e g sewer system and 2 recipient be combined in order to visualize the impact Similarly the same network can be animated in two windows displaying the system operation under different conditions Note that the time series and Q H windows can also be included in a syn chronized animation In the time series window a vertical line moving along the time axis represents the passage of time as the animation progresses A snake takes the same role on a synchronized Q H plot pH By dragging the vertical line on a time series plot or the snake s head on a Q H plot the animation can be rapidly set to a desired time If the exact required time has not been hit at first attempt fine tuning of the time may be accomplished using the step forward and step backward buttons on the tool bar 56 MIKE View Exporting Graph Data Sse 9 EXCHANGING DATA 9 1 Exporting Graph Data MIKE View makes use of the Windows Clipboard for exporting time series data to other applications The option Copy Values under the local menu is available both in the time series and in the Q H windows All underlying data are copied onto the Clipboard with the date and time column in the curren
100. nted choosing the appropriate FIRST and LAST time step or by specifying a load step factor larger than one The Data Load Selection view opens up automatically after you choose the right file for loading 108 MIKE View Selecting Data for the Presentation Tools Depth Flood Pressure Pipe Filling Flow rate Q manning Critical vs Water Level Instability Figure 13 1 Open File Menu 1 At start up MIKE View opens the File Open view This facility makes it possible to navigate through the accessible drives and you can easily find the data directory with your result file 2 Examine the possible choices of result file types by clicking on the Files of Type field Select the MIKE 11 files RES11 option i e MIKE 11 DFS result file 3 All RES11 files available in the Tutorial directory MikeZero Exam ples MIKE_11 Vida are listed Select a file and select lt Open gt 4 This opens the Data Load Selection dialog In this dialog you can de select unnecessary data types or unwanted simulation periods or change the time resolution of the displayed data You simply switch ON or OFF certain data types redefine the time interval for loading and select the appropriate step for loading factor 109 MIKE 11 MIKE VIEW TUTORIAL Data Load Selection E File Name VIDASB 3 res11 First Time Step to Load f Cancel Last Time Step to Load 721 z Full Time Step for Loading f
101. om palette can be saved into a PAL file Gradually a small library of favorite palette files can be built which can be reused in any other pres entation If necessary the palette can be taken out of the way by switching it OFF using the tool bar palette button It remains at hand just click on the same button again and the palette will be restored 14 5 The Longitudinal Profiles A longitudinal profile can be selected graphically by pointing and clicking on a Horizontal Plan Activate the longitudinal profiles to by clicking on the profile icon on the tool bar or by selecting Plot Profile on the main menu This will activate the profile selection mode The change of pro gram mode is indicated by a change of the cursor shape Profile selection is only possible when you approach a valid node When you approach a valid node the cursor will change shape Click on the node with the left mouse button Once selected a node changes to a bold green circle Each subsequent click on the Mouse button selects the next node along the net work branch The selections are painted green Where there are two or more possible options at a network junction you should help the MIKE View by pointing and clicking on the node in the desired direction After selecting the profile path double click on the right mouse button on the end node of the selected profile to closed the defined profile Next select the Data Type which you want to view and hit the
102. ondary axis Show Units Show Label No Secondary axis label The effects of various presentation options are best understood by trying on a small example use the tutorial xi Cancel Help The options controlling the layout of the longitudinal profile e Axis e Symbols and Fonts Three tabular pages exist in MOUSE MIKE URBAN The grid values axis labels and units are controlled from this page The labels can be displayed placed horizontally or vertically 33 VIEWING LONGITUDINAL PROFILES The display of node labels node labels orientation fonts and certain computed values for MOUSE e g the pressure line are controlled Legend Controlling which legends are displayed on the screen and or on prints Additional tabular pages available for MIKE 11 are Graphical Items The Graphical Items tab allows you to add additional information to the existing profile The additional information consists of either static or dynamic items and can be from added result files Tabular Items The Tabular Items tab allows you to add additional tabular information to the bottom of the existing profile The additional information con sists of either static or dynamic items expressed as a numerical value and can be sourced from added result files User defined Indicators The User Defined indicators tab allows you to display markers on the longitudinal profile at user defined levels The markers
103. ontal Plan toolbar appears under the main menu When you move the cursor within the Horizontal Plan window the coordi nates of the current position are displayed in the status bar located in the bottom left corner The status bar also provides useful information on the program mode help text etc The Overview Plan window contains an outline of the network Horizontal Plan It makes it easier to see which part of the network you are viewing when zooming Try to arrange the size and position of the MIKE View windows until you get them in a desired layout 12 7 Viewing System Data The best way to get a better appreciation of the Horizontal Plan functions is through exploring the various available options The Horizontal Plan Options View is activated by clicking on the Options tool in the toolbar or by activating the Horizontal Plan local menu press the right mouse button while in the Horizontal Plan window 93 Sez MOUSE MIKE URBAN MIKE VIEW TUTORIAL Background Files Axes Graduated Symbols Plan Type Symbols and Fonts Draw Links As Standard Invert Levels Diameter Slope WATER LEVEL BRANCHES v Links WATER LEVEL NODES Nodes File Tutor prf r Plot Type Animation Minimum Maximum IV Show Heading Cancel Help Figure 12 3 Horizontal Plan Options View The various options available in MIKE View have been designed to help
104. ose lt Tools gt lt Compute gt lt Flood gt Flooding is now computed for the whole system and added on the list of the available vari ables in the Options View Go back to the Horizontal Plan window and select Flood in links under Options of the local menu Change the plan type to Max and click OK Te 0s Background Files Axes Graduated Symbols Plan Type Symbols and Fonts m Draw Links As C Standard C Invert Levels Diameter Slope Type c FLOOD Links WATER LEVEL NODES Plot File x Animation Minimum Show Absolute Values for 0 Maximum Show Heading Cancel Help Figure 12 6 Setting the horizontal plan to display the extent of the maximum flood Your Horizontal Plan now displays the upper envelope of flooding that occurred during the simulated event You can also view the dynamics of 98 MIKE View Viewing Results Sez the flooding by simply switching to the plot type Animation and press ing the run tool 81 45 water level in branches 7 6 1994 17 28 Can PRF cem ee I rM 6 0 EI N 8 fere temm feud 1554983 gt Figure 12 7 Maximum extent of flooding for the simulated event Compute pressure and depth Show these variables as Max and as Ani mation 12 8 5 Adjusting min max range and color palette In reality you are not interest
105. packages MIKE View is a true 32 bit Windows application running under Windows and Windows NT operating systems MIKE View is designed to service several different DHI Software pack ages As the content of result files for these different software packages varies the features of MIKE View will also vary with the type of model result file being viewed In this user guide both the generic MIKE View features used to display results from the many different model result files and the product specific MIKE View features are described The user guide follows the format of providing general information on features applicable to all model result files followed by product specific features described in relevant subsec tions 1 2 Introduction MIKE View is a standard part of the Windows versions of MOUSE MIKE URBAN MIKE NET and MIKE 11 packages but is also available as a stand alone result presentation tool MIKE View can display results from e MOUSE Runoff HD LTS AD WQ and ST simulations e SWMM 5 Results from Runoff EXTRAN and TRANSPORT are con verted to MOUSE result files and then loaded into MIKE View e MIKENET HD and WQ e MIKE 11 NAM HD AD WQ and ST simulations All these results can be displayed in combination with the time series taken from other sources external to the result file such as ASCII files MOUSE and MIKE 11 time series databases etc Please note that since the SWMM 5 results need to be converted to MOUSE resu
106. pective hydraulic engi neering areas A copy of the result file used by this tutorial is automatically installed on your computer with the MOUSE installation It is located in the MOUSE Examples directory under 12 3 About MOUSE Result Files MOUSE produces several types of result files which have one thing in common they all contain time series data for various variables in the modeled system The different result files types are distinguished by their file name exten sion Each result file type contains specific types of time series relevant to the processes simulated by the model e g runoff sewer network flow river flow pollution transport etc 89 e MOUSE MIKE URBAN MIKE VIEW TUTORIAL In MIKE View the result files are hierarchically divided in two groups Files including the network information 1 e the MOUSE HD result file PRF Files without the network geographical files e g the MOUSE Runoff result CRF and the Advection Dispersion TRF As MIKE View is a map based presentation tool files from the first group establish a platform for result viewing in MIKE View These files can be loaded into MIKE View through the lt Open gt function The files from the second group can be loaded into MIKE View with the lt Add gt function as they need to be associated with the relevant already loaded file from the first group The added file must be fully consistent with its associated
107. pose of using this feature is to have a relationship between water level and discharge calculated in all h points belonging to the branches in the longitudinal profile To calculate a Q h relationship in all h points dis charge needs to be known This is done by interpolation of the discharge in the upstream and downstream Q point For the first and the last h point in each branch no interpolation is done as the discharge in the first and last Q point respectively is used 10 12 1 Step by step The tool is applied by going through the following steps Selection of the computation method The Q h relationship can be calcu lated using one of three methods Interpolation The data pairs with simulated values of h and Q are sorted with respect to h and the discharge at any water level can be calculated by interpolation 72 MIKE View Discharge Capacity Module 4 Q a h b 2 The parameters a and b are found using the method of least squares Le by seeking the minimum of the term n Q alh b i 1 This is done by solving the two linear equations achieved by setting the derivative with respect to a and b of this term to zero Q a h b n The parameters a b and n are found by an iterative trial and error solution of the equation for method of least squares Selection of levels at which the discharge are to be calculated Once the Q h relationship is known the discharge can be calculated at selected water
108. presentations Error estimations Navigation window The graphical presentation contains each of the output graphs selected by the user The second window contains the error estimations calculated when comparing the computed TS to an external TS Individual analysis can be selected by selecting the name of the analysis in navigation win dow Graphical presentation window The six graphical presentations are described below 1 Model and Data TS vs Time Computed TS and external TS are plotted on the y axis and time is plotted on the x axis A secondary TS can be plotted on the primary y axis a secondary y axis or on an opposite sec ondary y axis Temporal Bias The difference between the external TS and the com puted TS are plotted on the y axis and time 15 plotted on the x axis The best fit line with 596 and 95 confidence levels are also plotted The temporal bias plot can be used to determine visually when in time the model and gauge are matching or not matching Scatter Plot Computed TS is plotted on the y axis and the external TS is plotted on the x axis The best fit line for the plotted TS and the perfect calibration best fit line are also plotted in the scatter graph Magnitude Bias Plot The difference between the external TS and the computed TS are plotted on the y axis and the average of the external TS and the computed TS are plotted on the x axis The best fit line with 5 and 95 confidence levels are also plotted
109. r or alternatively by opening the local menu click on the right mouse button and choosing Options Figure 3 2 Options View for MOUSE MIKE URBAN Horizontal Plan The static structural items can only be presented as static horizontal plots displayed color coded according to the associated palette Dynamic items can be shown as the envelope of minimum or maximum values or as an animated presentation Presentation of negative flows as absolute values e g to avoid confusion due to inconsistent specification of the upstream and downstream nodes 20 MIKE View Controlling Symbols and Fonts Sse a for some links can be toggled by ticking the Absolute values for Q field Simultaneous animations in multiple windows can be fully synchronized by choosing Animation Synchronize All Plots 3 3 Controlling Symbols and Fonts Control of symbols and fonts shown in the Horizontal Plan is accessed in Options Symbols and Fonts menu Background Fies Axes GraduatedSymbols Plan Type Symbols and Fonts r Show Line Width n 26 IV Nodes Element Size p sr Node Size p m f Ed Axis Font Select IV Labels Links Labels Max Number 30 Show Properties Figure 3 3 The Options View showing Symbols and Fonts settings In this menu you can control the dimensions of the network graphical symbols select fonts for the plan axes and labels select the label proper ties and
110. r of Decimals g 4 s Draw Graph 194 704 07 08 1994 16 350 07 06 1994 17 285 194432 194707 07 08 1994 16 350 07 08 1994 17 265 Sion Vals 194391 194712 07 08 1994 16 350 07 08 1994 17 285 194122 194470 07 06 1994 16 350 07 08 1994 17 26 5 Show Selected 194072 194283 07 08 1994 16 350 07 08 1994 17 265 Show 193 585 194002 07 08 1994 16 35 0 07 06 1994 17 35 0 193 305 194 008 07 08 1994 16 350 07 08 1994 17 350 193313 194037 07 08 1994 16 350 07 08 1994 17 350 193395 194062 07 06 1994 16 350 07 08 1994 17 350 Find New 193763 194176 07 08 1994 16 350 07 08 1994 17 285 193442 194 082 07 06 1994 16 350 07 06 1994 17 350 re 194092 194 175 07 08 1994 16 350 07 08 1994 17 28 5 re 194001 194 192 07 08 1994 16 350 07 08 1994 17 26 5 mins 193485 194094 07 06 1994 16 350 07 08 1994 17 350 rs 194182 194 184 07 08 1994 16 350 07 08 1894 17 350 fics 194311 194 312 07 08 1994 16 350 07 06 1994 17 350 Select Al cs 194 471 194 482 07 08 1994 16 350 07 08 1994 17350 194 352 194 SAA N MIR 15 350 07 08 1994 17 28 zj 5 Example of the time series list window from MOUSE water level nodes Figure 5 3 36 MIKE View Working with the Local Menu in the Graphical View Values option on the local menu in a time series graphical window x You can export your time series data to Clipboard by activating a Copy 5 2 Working with the Local Menu in the Grap
111. rent shape options and the favorite shape set as default e Palette fonts e The number of palette intervals The maximum number is ten which results in a 12 color palette e The ranges for individual intervals Equidistant or customized interval ranges may be selected e The high and low boundaries of the palette range The upper and lower limits of the palette range may be also modified under the Horizontal Plan local menu Change palette Intervals Select Palette Type Paint Colors in Reverse Order Cancel Figure 3 11 five possible shape options of the color palette The default palette colors can be customized When you want to change a color just point at the color to be changed in the palette and double click the Mouse This will open a color editor where the color can be adjusted as required Similarly the upper and lower limits of the palette can be adjusted A dou ble click on the interval to be modified i e on the highlighted number in the palette window opens the Edit Intervals panel see Figure 3 12 29 e VIEWING DATA IN A HORIZONTAL PLAN Low 57 0 Cancel Add Remove Prev Figure 3 12 Editing the palette intervals MIKE View does not check the consistency of the custom intervals during the editing process The consistency of the palette can be confirmed using the Check Intervals facility under the palette s local menu A custom palette can
112. resentation in the Horizontal Plan Change the selection from results in links to results in nodes and choose Discharge Weirs among the available choices Activate the lt Graduated Symbols gt group and select Circle as the graduated symbol shape Set the Min Size to 5 and Max Size to 50 The Fill Type should be set to Solid Confirm your settings and start the animation Plan Type Symbols and Fonts Background Files Axes Graduated Symbols Nodes r Lines Use Graduated Symbols Use Graduated Symbols C No Square No C icd C Bar C Yes Mn Sae 5 zi Min Size 5 Max Size 50 Size 10 mi Fill Type Sold Dash Draw Network on Front Figure 12 5 The graduated symbols dialog A graduated symbol appears only at the weir location Changes to the overflow discharge through time are represented by the size and the color of the circle 97 MOUSE MIKE URBAN MIKE VIEW TUTORIAL e 12 8 4 Flooding Try Graduated Symbols to show the pump station activity Use Bar as the symbol shape MOUSE computes absolute water levels However it may be of a particu lar interest to locate areas where flooding water level above ground level occurs in the system MIKE View can compute flooding as a new variable which you can view as any other result variable In the Main menu cho
113. rk branch Selections are painted green In case of two or more pos sible node options at a model junction you should help MIKE View by pointing and clicking on the node in the desired direction of the profile 2 It is usually sufficient to click on the first node of the profile and point and click repeatedly on the last node required in the profile MIKE View will find the right path to the cursor on its own If the last selected node 15 not required lt Backspace gt or Shift mouse click will cancel the last selection s allowing for the redirection of the profile to the desired network branch The direction that the profile proceeds from a node can be changed by using the cursor arrow keys Pressing lt Esc gt will cancel the entire selec tion A mouse click in a combination with lt Ctrl gt finishes the profile selection The program then prompts you to select the type of item to be shown on the profile 31 VIEWING LONGITUDINAL PROFILES If the profile selection arrives at a dead end in the model network MIKE View automatically closes the selection and the Longitudinal Profile win dow appears and becomes active Y A profile can only be selected with displayed nodes 4 2 Working with the Local Menu r Node Labels Show Property Bottom Level Add Dele r Link Labels Show Figure 4 1 The local menu of the longitudinal profile MOUSE The Longitudinal Profile loc
114. rposes of this exercise let s view the weir flow in combination with a rainfall time series Activate the time series window and open the local menu Then choose External TS gt in order to open the External Time Series View El External Time Series 0 WATER LEVEL WLOUTLET Paste Load Test File Load Database Rename use second Y axis Info Figure 12 13 The External Time Series View Click on the Load Database button and find the database it is actually a subdirectory under the working directory MIKE View will now display a list ofthe time series contained in the database Click on the rain time series and confirm your choice By this process you have actu ally loaded the rain time series into MIKE View Select the time series to be displayed on the time series graph by clicking with the mouse on the time series identifier Before confirming your selec tion with lt OK gt select Use second y axis from the list This will cause the weir discharge and the rainfall to be presented at different scales on separate y axes 105 e MOUSE MIKE URBAN MIKE VIEW TUTORIAL 106 MIKE View What Will Learn 13 MIKE 11 MIKE VIEW TUTORIAL 13 1 What Will Learn This tutorial will guide you step by step through the basic features of MIKE View with a focus on viewing MIKE 11 simulation output When working through the tutorial you w
115. s various types of data in different presentation modes in a plan view of the urban drainage or river network Only one Horizontal Plan window can be associated with each of the loaded network result files The Horizontal Plan window acts as the main window if it is closed all other windows associated with the result file will be closed too A distinction is made between the MOUSE Horizontal Plan and the MIKE 11 Horizontal Plan e Plan Overview window opens automatically when a network flow result file is loaded It displays an overview of the network plan plot with the current area in the Horizontal Plan window shown as a frame e Palette window opens automatically with some presentation modes Displays the color palette for the Horizontal Plan 14 MIKE View Content of the MIKE View Main Window 1 5 2 Menus Longitudinal Profile window opens upon the user s selection of the Longitudinal Profile on the Horizontal Plan Displays various types of data in different presentation modes in a profile view along the selected network branches An arbitrary number of Longitudinal Profiles can be associated with one Horizontal Plan Time Series window opens upon the user s selection of a specific item on the Horizontal Plan Displays various types of data as time series graphs Each time series window contains one graph however multiple time series can be presented in the same window An arbitrary number of time series
116. se button and the displayed part of the network Horizontal Plan reduces to the framed area Note that the zoomed frame is indicated in the Overview as a rectangle 95 e MOUSE MIKE URBAN MIKE VIEW TUTORIAL The scroll bars of the Horizontal Plan window make it possible to pan the zoomed frame over the network area Also you can drag the zoom frame rectangle in the Overview window over the network area to the desired position If you would like to see the whole network again use lt Zoom Out gt or lt Zoom Previous gt 12 8 Viewing Results 12 8 1 Selecting result variable and plot type Under the Horizontal Plan lt Options gt lt Plan Type select one of the result variables You will notice that the result variables are divided into two groups variables attached to network nodes and variables attached to links If you have more than one result file loaded into MIKE View you should first select the desired result file Then select a desired variable from the list of the available variables Finally select a mode for the presentation The results may be viewed as an animation as minimum results or as maximum results Selection of Min or Max results in the lower or upper envelope for the selected var iable being displayed as a static Horizontal Plan plot If you select Anima tion then the selected variable will be displayed dynamically as a replay of the model simulation through time We will choose the
117. spreadsheet pro gram MIKE View expects a date and time column format consistent with the current Windows setting with the date and time written in one column A time series loaded from a TXT file or from the Clipboard will be dis played without any scaling independently of the system of units you use 59 e EXCHANGING DATA 9 4 Printing When you are satisfied with the appearance of a presentation window and if it is to be included into a hard copy production report the whole win dow can be transferred to MIKE Print and included into one of the produc tion report pages The Copy to MIKE Print function is located under the local menu in each window i e it is instantly accessible by clicking on the right mouse button MIKE Print is opened by choosing Tools MIKE Print 60 MIKE View Computing Derived Items 10 TOOLS AND ACCESSORIES The menu named Tools provides access to a number of features Exam PAF WATER LEVEL NODES Num Maximum Fin Dem 194 641 194432 194707 194391 194712 194122 194470 194072 194203 193 585 194002 193 305 194006 193 313 194037 193395 194062 Figure 10 1 The Tools menu 10 1 Computing Derived Items MIKE View can enhance your presentation by providing you with the additional types of derived output including Depth computed as a difference of the computed water levels and the bottom levels Flood computed as a
118. switch each of the available symbol types ON OFF When the nodes are switched it is not possible to select Longitudi nal Profiles or time series in nodes graphically Switch the nodes ON temporarily if you want to make a selection this way 21 VIEWING DATA IN A HORIZONTAL PLAN When pressing the Show Properties button in the Labels section it is possible to add predefined labels to the horizontal plan e g in MOUSE result files the diameter for links and the invert level for nodes Data Load Selection M WATER LEVEL NODES DISCHARGE PUMP M DISCHARGE WEIR M WATER LEVEL BRANCHES M DISCHARGE BRANCHES M VELOCITY BRANCHES M VOLUME Time Step Figure 3 4 Adding predefined labels to the horizontal plan 22 MIKE View Importing a Background 25 lt 3 4 Importing a Background Map Figure 3 5 The Options View showing Background Files settings Working with the Horizontal Plan can be easier if you import a back ground map image MIKE View supports 3 standard graphical file formats DXF TIFF and BMP for this feature The background map selection 15 found under Options Background Files Loading DXF files 15 straightforward assuming full consistency between the co ordinate systems used in the model and in the DXF file If a DXF file is based on a co ordinate system different from the MOUSE or MIKE NET network model and or if it is based on ot
119. t lt Anima tion gt lt Synchronize All Plots Next time you start the animation all win dows will be in motion Each of the windows can individually be excluded from the synchronized animation This switch is found under the local menu of the window 12 10 Viewing Time Series Time series graphs are usually the most relevant graphs for the system analyses MIKE View allows you to plot any of the existing time series from the loaded result files view them in combination with the measured data and create time series graphs with all time series combinations 12 10 1 Adding a result file Earlier it was mentioned that some result file types can be added to an existing presentation In our case it is relevant to combine the view of some flow variables in the network with the runoff hydrographs from the hydrological model Select lt File gt lt Add gt in the main menu and choose CRF as the file type to be loaded Then locate the file TUTOR1 CRF in the directory of the TUTORI example and load it into MIKE View open 0309 Look in Tutor e File Open Files of type AI MOUSE files Cancel IV Open as read only Figure 12 11 Adding the runoff results 103 MOUSE MIKE URBAN MIKE VIEW TUTORIAL View the hydrographs first in the Horizontal Plan Select the TUTORI CRF file for the presentation Horizontal Plan local menu lt Options gt lt Plan Type and set the runoff
120. t OK gt 5 The TSW now displays the results from the MIKE 11 result file along with results from another external data source 139 Sez MIKE 11 MIKE VIEW TUTORIAL 6 Select main menu entry Plot External TS Save to save the entire ETS database to an ASCII file in the current work directory In the file dialog specify the new ETS file name Time Series Water level CALI HD rest 1 27 131909 297 1989 31 7 4909 2 5 1909 4 8 1909 65 1909 8 5 1909 10 8 1969 1241009 14 0 1909 Figure 13 38 Adding an External Time Series via the Local Menu 13 18 2 Working with ETS MIKE View can load time series from ASCII files a specific format with extension A TXT file can contain only one time series The TXT format supported for loading into MIKE View YYY Y MM DD HH MM SS value 1 The Load Text File and Paste are used to import gauge data from e g ASCII spreadsheets or text files Graphical comparison between simulation and gauge data 15 easy 2 Remember to save the ETS when you have imported several gauge time series 3 Youcan also save a window layout with ETS displayed and bring it up again using the Load Window Layout 4 Use the main menu entry Plot External TS Load to load an already existing ETS file to the ETS RAM buffer The ETS file load can either rewrite the existing buffer or append the data to the current con tent of the ETS RAM buffer
121. t Windows setting time date format Control Panel Regional Settings with the short date format applied The time and date column format can be customized by selecting one of the available Win dows options or by typing your own format If you paste the time series data into a spreadsheet make sure that the local format settings of the current workbook are consistent with the gen eral Windows setting 9 2 Exporting Windows The exporting of the MIKE View windows to other applications utilizes the Windows Enhanced Metafile Clipboard This means that the graphs are copied onto the clipboard as fully vectored graphical files From the Clipboard a graph can be pasted into a text processor or into a compatible drawing program This opens great possibilities for efficient illustrations of model outputs in a report text Alternatively a graph can be saved in a file EMF for later use The Metafile functions are located under the local menu in each MIKE View presentation window Links with other applications are further enhanced by the possibilities to export Horizontal plans to DXF and MID MIF file formats The former format allows a direct import of MOUSE horizontal plan into CAD pro grams while the latter opens the possibility of importing the Horizontal plan into GIS applications 9 3 Including External Time Series MIKE View can import and display time series from various external sources The sources of external time
122. t the HPW it becomes the active window and the Horizontal Plan toolbar appears under the main menu When you move the cursor within the HPW the co ordinates of the cur rent position are displayed in the status bar located in the bottom left cor ner of MIKE View The status bar also provides useful information on the program mode help text etc 13 6 1 Horizontal Plan Window options Plan Type MIKE View can display various static or dynamic items from the loaded or added result files in the HPW However only one item can be shown at a time on the HPW The selection of the presented item and the control of the HPW type options take place in the HPW local menu 111 MIKE 11 MIKE VIEW TUTORIAL 1 Select the HPW local menu Options tool by selecting the icon on the tool bar or by pressing the right mouse button while in the HPW This opens the HPW Options dialog options Plan Type Symbols and Fonts Axes Background Files r Draw Branches As Standard C Bottom Levels C Top Levels C Slope C MaxDepth C Water Level vj Gnd Points Plot Type VIDA96 3res11 C Minimum 7 Maximum Iv Show Heading Figure 13 4 Horizontal Plan Window Options Plan Type Selection 2 Initially the Plan Type tab group is active Check the Draw Branches As modes one by one press OK in between and observe how this is displayed in the HPW Use this feature to give you a first
123. t time step The animation will continue to loop until you stop it Observe the TSW where the time passage is presented by a vertical line moving along the time axis as the animation progresses Figure 13 31 Animation of the Longitudinal Profile 3 Pause the animation by selecting the pause button You can step for wards and backwards through the result file by selecting the forward step and backward step buttons circled above Finally stop the ani mation by selecting the stop button 4 Synchronize results by selecting Animation Synchronize All Plots All windows will now display results from exactly the same time step You can remove the synchronized option for all windows Animation Clear All Synchronization at the same time or each win dow individually by selecting the windows local menu Clear Syn chronization 5 Make the LPW active and select the entry Animation Advanced this opens a dialog from which you can control the animation Set the parameters as indicated in the dialog press lt OK gt and start the anima tion again 132 MIKE View Animating Results in the HPW Figure 13 32 Advanced Animation Control 6 Select a Q H Curve and in the Q H curve window select the local menu Options and check all options Press OK 7 Click anywhere on the Q H Curve or in the TSW and observe how all windows display results from exactly the same time step You can
124. teractively directly from the HPW Figure 13 20 Typical Longitudinal Profile Plot 124 MIKE View Viewing Longitudinal Profiles A 13 10 1 Selecting and displaying the Longitudinal Profile 1 Select the Longitudinal Profile option from the Plot Menu or the Pro file tool from the toolbar DT MIKE View VIDA96 3 res11 File View Plot Animation Tools Window Help TS in Grid Points TS of System Data Longitudinal Profile S3 External Time Series Cross sections an Figure 13 21 Activating the Longitudinal Profile Plot Tool Select the first node you want to include in the profile make sure that you have set display of node labels to ON Do this in HPW local menu Options Symbols and Fonts check the Labels box continue the selection by moving the cursor in the desired direction and clicking the left mouse key for each additional segment you want included in the profile The selection will close automatically ifan end node i e a node with only one connected link is selected The selection can be toggled between multiple flow branches at a node by using the arrow cursor keys and click on the last node you want included in the profile MIKE View It is usually sufficient to click on the first node of the profile and point will find the right path to the cursor on its own 3 End the selection by pressing the Ctrl key and clicking the left mouse button
125. tes a Q H graph by plotting the whole set of computed discharges at the selected location and the water levels at the neighboring H point optionally downstream or upstream within a co ordinate system defined by the and H items on the x and y axes respectively The selection of the Q H location is similar to the selection of a time series related to a link i e by pointing and clicking on a Horizontal Plan While in an active Horizontal Plan window click on the Q H graph icon on the tool bar or select the Plot Q H Curve on the main menu This will acti vate the Q H selection mode The change of the program mode is indi cated by a change of the cursor shape The selection is possible only when you approach a valid link indicated by the cursor shape changing into an arrow Clicking the mouse opens a view which prompts you to select the Q point along the link MOUSE MIKESWMM and to switch between the upstream or downstream options for the H point selection Upon the confirmation of your choices a Q H graph window opens and the active window for further configuration and for viewing 47 a VIEWING Q H RELATIONS 6 2 Working with the Local Menu E Symbols and Font Show IV Grid Values IV Show Labels and Unit User title X axis label Primary axis Show Units Primary axis label Seenndaru awis Figure 6 1 The Q H local menu The Q H local menu offers numero
126. the items with associated times when the highest and lowest val ues occurred This window is equipped with fast search facilities and the group selection de selection tools An individual time series is selected by activating the check box in front of the time series ID The selected time series can be presented as a data list Show values or as a graph Draw graph You can export your time series data to the Clipboard by activating the Copy Values option on the local menu in any time series graphical win dow Series List COST d 0000 267 2001 0 0000 26 7 2001 000 00 1000 26 200 0 0000 26 7 2001 1 00 00 24000 1550 25 7 2001 00000 267 2001 200 00 f 0778 26 7 2001 000 00 267 2001 1 00 00 rs 0000 26 7 200100000 267 2001 000 00 0000 267200100000 267200100000 Figure 14 16 Time Series Selection List 152 MIKE View Time Series Se The OK button closes the dialog and activates the graphical selection mode The change in program mode is indicated by a change of the cursor shape Graphical selection of a time series is only possible for valid nodes or links When you approach a valid node or link the cursor shape will turn into an arrow Clicking the left mouse button at the desired node opens a time series graphical window and makes it active Horizontal Plan Tutor prf Im FLOOD Maximum Tutor1 prf aon
127. the toolbar 12 MIKE View Starting the MIKE View GUI Sse Eine TET Trato E TV Ira vs Start MIKE View SANE Figure 1 2 Starting MIKE View from within MOUSE Once activated the program prompts the user to open a result file and select the data you want to load Choose the file you want to view and click the OK button J Inflows HOTSTART_1_FB_HIGH tes11 H TSTART 1 FB HIGHHDAdd re HOTSTART_1_FBHDAdd rest1 J tide bound E HOTSTART_1HDAdd tes11 HOTSTART_1 1es11 HOTSTART_2 tes11 is HOTSTART_1_FB res11 HOTSTART_2HDAdd res11 jo lt MIKE 11 DFS files res11 MIKE 11 files rrf Mike11 DFS files resti MOUSE files prf Figure 1 3 Choosing between the different result files 13 Getting Started 1 5 Content of the MIKE View Main Window ES MIKE View pet B me Simno 2000 19122 190 8 9 05 Tuo 19727 1906 19569 19727 ie 8 19201 19869 i 8 15 180m Biu iw ae 13250 19367 7 geistigen das EXER mis Reer F 6 n Y f Sinn Ine 200 202600 223000 224000 225000 230006 a 19220 00 Figure 1 4 The MIKE View main window 1 5 1 Graphical windows and dialogs The following types of graphical windows exist in MIKE View e Horizontal Plan window opens automatically when a MOUSE MIKENET MIKE URBAN or MIKE 11 network result file is loaded Display
128. tomati cally included e External TS User can select any external TS that are currently loaded in MIKEView e Presentation Presentation set containing user specified graphical parameters e Use Threshold User can select if a threshold value is used 83 RESULT VERIFICATION TOOL Threshold Value User defined threshold value All values below threshold value in measured TS and in computed TS are eliminated from error estimation Presentation Presentation set containing user specified graphical parameters Secondary TS Axis User can specify a secondary TS to be plotted on the time series graph using the primary axis secondary axis or opposite secondary axis Secondary TS User can specify a secondary TS located in result file Secondary External TS User can specify an external secondary TS Uncertainty Type oRelative is used for discharge i e the gauge is 80 reliable and Absolute is used for levels i e the measurement 15 0 25 meters Uncertainty Value User can specify the uncertainty value of the gauge Buttons in the main dialog have following functionality Load PFS Loads a saved list of the error estimation and presentation formats from a PFS text file Save PFS Saves all error estimation and presentation formats to the PFS file Add Adds all computed TS plotted in the Time Series Window to the list of analysis The first external TS and default presentation are selected Present
129. ulated volume under modeled curve e Volume Error which is the difference between the above two numbers as a percentage 11 2 Description of the Functionality In order to be able to utilize the function a TS plot containing the com puted variables and a corresponding time series of measured data must be loaded If several time series are to be analysed then the plot should be set up so that all the simulated time series are displayed on the same plot It is not necessary to plot both the measured and modeled time series but it is necessary to have loaded the measured time series into the external time series either by loading an ETS file or by loading External Time Series The tool is activated from the Time Series Window using the local menu command Statistical Analysis Once the tool has been activated the main dialog appears 80 MIKE View Description of the Functionality or estimation EE n iti g RAINFALL 7 8 94KALI G coeficient 0 985 173463 type 2 07 08 1994 16 35 00 07 08 1994 18 36 00 jw 0 955 4118493713 0 994 Wave error type1 0 106 Wave error type 2 4118483713 Votame error 0 994 Peak time error 0000 Figure 11 5 The result verification tool is activated by choosing Statistical Analy sis on the local menu for time series windows 11 2 1 Main dialog The following dialog is used for entering the parameters 81 RESULT VERIFICATION TOOL Zoom
130. ults in a Longitudinal Profile 101 12 9 1 Selecting a longitudinal profile 101 12 9 2 Animating a longitudinal profile 102 12 9 3 Synchronizing Animations 102 12 10 Viewing Time Series 103 12 10 1 Adding 103 12 10 2 Selecting a time series 104 12 10 3 Adding items to a time series 104 13 MIKE 11 MIKE VIEW TUTORIAL 107 13 1 What Will I 107 13 2 Before You Begin 107 13 3 About MIKE 11 Result Files 107 13 4 Starting MIKE View 108 13 5 Selecting Data for the 108 13 6 Horizontal Plan Options 110 13 6 1 Horizontal Plan Window options 111 13 6 2 114 13 7 Viewing Time Series in Grid Points 116 13 7 1 Selecting and displaying a time series from a grid point in the Hori zontal Plan Window 116 13 7 2 Selecting and displaying a water level time series from alist 118 13 7 3 Adding time series tothe 118 13 7 4 Deleting time series inthe TSW 119 13 7 5 Timeseriesinformation
131. us zoom extent 13 11 2 Zooming in the Time Series Window and the Longitudinal Profile Window 1 Make a TSW active click the right mouse button and select Zoom In Drag and drop the zoom frame 2 Click the right mouse button and select the entry Advanced Zoom here you can control minimum and maximum for the Primary and Sec ondary axes Min Max for axis 1 X 00 00 00 01 09 1990 Cancel 00 00 00 01 10 1990 u m Primary Y axis Maximum IE Minimum E 79375422000885 seconda Yeavis Maximum Minimum Figure 13 30 Advanced Zoom Options 3 You can return to the full view at any time by selecting Zoom Out 13 12 Animating Results in the Longitudinal Profile Window The basic result file time series items Water Level and Discharge can be viewed as animated presentations in the longitudinal profile LPW The dynamics of the model network are illustrated by displaying sequentially swapped time series values within the time interval covered by the loaded data 131 25 lt 11 MIKE VIEW TUTORIAL 13 12 1 Animating results in Time Series Window and Longitudinal Profile Window 1 Your View should by now have the HPW a TSW and a LPW open 2 69 Make the LPW active then select the run button or Animation Run from the main menu bar Circled to the below Observe how the time indicator in the LPW changes by continuously updating the cur ren
132. us options for fine tuning your Q H plot This menu contains the following e the zooming facility e buttons for exporting the Q H graph to MIKE Print and to the clip board metafile e various presentation options e Open Time Series tool e Next Previous Item tool e the animation synchronization control e tools for exporting time series e Save Window Layout Most of these features work similarly to the Longitudinal Profile or the time series graph The Next Item and Previous Item replace the selected Q H relation with the neighboring node locations Open TS automatically opens a time series window with the Q and H time series of the selected Q H location Control of the visual appearance of the Q H graph is available under Options see Figure 6 2 48 MIKE View Working with the Local Menu F Figure 6 2 Options view for the Q H graph The snake will help to follow the dynamics of a presented Q H relation in case of a scattered Q H plot backwater 49 VIEWING RELATIONS 50 MIKE View Creating Subjects 7 OPERATING WITH SUBJECTS 7 1 Creating Subjects When working with MIKE View it may become necessary to have several windows opened simultaneously e g several longitudinal profiles and sev eral TS windows As more and more windows are opened it becomes dif ficult to keep an overview of the available information The Subjects facilit
133. window sizes and positions and graphical layout features to be saved in an ASCII file with a default extension CLA At any later occasion the presentation can be automatically restored by loading the corresponding CLA file The CLA files can be re loaded using the Tools main menu option A presentation layout can be restored with any result file which is consist ent with the result file network used when the presentation was originally created This opens the possibility for efficient presentations of successive result files e g during the calibration process 10 7 Changing Units MOUSE and MIKE 11 computations are based on the Systeme Interna tional SI units This means that all input files including the time series from the boundary database actually store the data in SI units Similarly the result files store the results in SI units 67 TOOLS AND ACCESSORIES However both the model input and the result presentation user interfaces may be adapted for to accommodate many alternative systems of units The information used by MIKE View and for a unit description and for the scaling of the result data is stored in the ASCII files US UNITS US and US UNITS SI in the bin directory of the MIKE View installation To have MIKE View display e g US units the file US UNITS US should simply be copied to a file named US UNITS TXT also located in the bin directory of MIKE View Alternatively if SI units are to be displ
134. y aims to overcome this problem by creating several subjects i e several virtual screens Switching between the different subjects virtual screens is accomplished by clicking on different tabular pages in MIKE View The subjects dialog is activated on the View menu under Sub jects see Figure 7 1 Tools Window He Compute b MIKE Print Subjects Figure 7 1 The subjects dialog is activated on the Tools menu In the subjects dialog see Figure 7 2 it is possible to Create rename and delete subjects Select Deselect windows and subjects that the windows should be assigned to On opening the subjects dialog for the first time all the open windows at that time will be displayed If all windows are not subsequently selected to be in a subject group then the all the initially open windows remain on the list of windows in the Subjects dialog New windows will automatically be made a part of the subject they are opened in Only one result file may be opened at the time when applying the Subjects facility 51 OPERATING WITH SUBJECTS Figure 7 2 Selecting a window and subject to place the window in In the Subjects dialog pressing the gt gt button moves the selected win dow to the selected subject group Vice versa pressing the lt lt button will deselect a window from the selected subject The windows are dis played on the windows list with their title e g if a user defined title has been
135. you understand the flow behavior of the modeled network Try the different options from the Plan Type group Select one of the drawing modes featuring the system information e g select Slope The display now gives you a first impression of the topographical layout of the network a palette of colors will describe the slopes of the links Further more you may select Slope under the Fonts and Symbols group which will add arrows to the links indicating the direction of the slopes works only if Slope has been selected under Plan Type Similarly if you select Diameter the color palette will illustrate the pipe dimensions By switching various symbols under the Symbols and Fonts group on and off you may improve your knowledge of the network layout If you switch Nodes Links Labels and Pumps ON you can see that there is a pump located in node B4 1510 pumping water to node B4 1500 The triangular symbol at node A0 0327 indicates that this is an outlet The rectangular symbols in nodes B4 1510 and B4 1480 represent the basins while the circles in all other nodes symbolize ordinary circular manholes By switching Weirs ON you can identify the existence of one over flow weir in basin B4 1480 94 MIKE View Viewing System Data 25 lt a 12 7 1 Zooming a You can adjust the size of symbols and the thickness of links and sel

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