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HALTFLOOD: USER MANUAL

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1. cc ceeeccseccccceceeeeeeseeeceeeeeeseeeeeeceeeeeeeeaaeenees 21 4 9 OMI ULC TOW TO e soedeeessea Maaeepdterersn Male ep ates aageena 30 4 10 Forecast graph at Monitoring points ssseeeesssssssssoeeessssssssceeresssssssseerrsssssssseeresssssssseeereo 31 411 Graphs OF forecasts Al TESCLY ONS wecccescersvsauieronnccuacrsesaasilovesdeseeesenenersdceeussesasstecesSeCvasesasenecsseds 32 4 12 Forecasts and historical data comparison seessseoeeeesssssssseeeresssssseseeresssssssseeeesssssssseereeo 33 2 Ditech ere liom or ii ena e 11 eeerenwerer cer mere tree mnn cee nenr cree eT re yt aarernt teeter Tit eeenr errr et rrr anrn rt reerre tT tener ety eter tr 35 OG Teal CMC FORE CAS 15 MVCN E E E E T A E S 38 7 APPENDIX A Getting started on a new project seeensssssssseeeerssssssssceressssssssseerresssssseeeeees 39 7 1 Creating an empty project geodabase reiainriinursreiosisriaor inini neiaint iaia 39 7 2 Modify Update coordinate system and Domain cccccccccccecceeeeeeeeeceeeeeeeaeeeeseeeeeeeeenaas 39 1 2 Append new record if necessary in some dictionary tables cc ceeeeesececeeeeeeeeeeeees 40 14 Upload imitial geographical Gate cxivsucscoscessnvncadasscpsaschncnssdelssicasanannesdalaleleuhantnedssstessensanannctsont 40 7 5 Upload mmitialalphanomernie dala ssc scascncewaterstentuamnacnecaseouscacanamncdsotentaamaencoues EEEn E i 43 7 5 1 CODN Or O AE a E E 43 7 5 2 MAAN CUNO E ET E E E cn dudi ads E
2. 3 9 Transfer tables to Event GDB This feature allows the user to transfer prefixed tables from the Project GeoDatabases to the GeoDataBase of an event associated to the Project these tables are necessary for the further processing of the discharge and rainfall data associated to the event The following window appears w Tabs transf From Project_GDB to Event_GDB Select an event 200211 Evento Novembre 2002 Choose the tables to be transferred deselect all iw Curves iw Schematichode We DenyvazDighe W SchematicLink W ScarichiDighe We MonritoringPoint W J abSorveglianza iw Dam if TabRientra The selection of the chosen event is made by means of the Combo Box Clicking on the Transfer button in the Project directory a new folder will be created with the name of the Project and Event Vf Rev 00 User Manual Environment and Sustainable Development Department Pag 14 51 in which the tool copy from the folder Generali a template Geodatabase and rename it with the name of the event In this GeoDataBase the folders previously selected will be copy Cartelle ki Mome Dimensione Tipo Data ultima modifica S B Haltflood A lal Adige _Evento_200205 mdb z 040 K6 Applicazione Micros O1f12 2008 14 30 ArchivioDati C ArchivioProgetti 2 ArcHydrog2 O Generali E 3 Progetti E C Adige 5B C Adige Evento 200711 i Adige Evento 200711999 F m D sckor 3 10 Load monitoring data This
3. Rev 00 User Manual Pag 15 51 KEK a A X E Microsoft Excel Piena _1_30_novembre 002_ Trento xls Hal File Modifica Visualizza Inserisci Formato Strumenti Dati Finestra 7 JF JA 53 21 Te ee EER me OE Digitare una domanda 0 00 Arial Fia 200 lirei 2 fe NIFOS 1 CASUALEN J K L hl F 2 R Moallaro 1000005 Watershed Avisiovallestramentizza AdigeMonteTrento Adige lsarca Giustina 3055 3052 1000001 1000004 ldrometro Watershed Watershed Discharge obs Precipitation Precipitation Moce 1000006 Watershed Precipitation 1oO00008 Watershed Precipitation 100000 Watershed _ Precipitation _ 1000007 1000010 Watershed Watershed Precipitation caricaDighe Discharge obs d 211102 10 00 211102 11 00 211102 12 00 211102 13 00 211102 14 00 21102 15 00 2 11 02 16 00 2 11 i02 17 00 2 1102 18 00 2 1102 19 00 211102 20 00 211102 21 00 211102 22 00 211102 23 00 31102 0 00 31102 1 00 341102 2 00 31102 3 00 341102 4 00 31102 5 00 3411102 6 00 31102 7 00 3411402 8 00 31102 9 00 31102 10 00 31102 11 00 31102 12 00 31102 13 00 31102 14 00 31102 15 00 a1 102 16 00 311102 17 00 31102 16 00 311102 19 00 1102 20 00 a1 12 21 00 31102 22 00 120 AG 0 T18 T18 fi ie 719 T 19 7 19 T 19 T18 T18 Tig T18 T18 T 18 T18 15 T18 T18 T418 T 19 722 T 25 T 25 P26 7 30 T 20 Tar T 29 T24 T23 Taz T 22
4. Discharged flow i 137112002 00 141 12002 oo 1571 12007 00 1671 12007 00 17711200 oO 18711 2002 00 19711 2002 00 Forecasts Reservoir Graphs gma oa Saa A Semi f niout flows C In flows 0 Levels init Forecasts 1571172002 22 00 00 E Measured values E Forecast 1 E Forecast 2 E Forecast 3 Us PS Rev 00 User Manual Environment and Sustainable Development Department Pag 35 51 w HALTFLOOD Options Monitoring Point Hame Type Previous hours List of forecasts Serbatoio Diga Santa Giustina ea gt O mao 48 Go 1571172002 22 00 00 4 Bevation max adjustment Bewation max reservoir 510 137112002 00 141 12002 oo 154112007 00 1671 12007 00 FAT 12007 OO 18112007 00 19 1 12007 00 Forecasts Reservoir Graphs boo 8 Pop eo St Eon C Inout flows C In tows f Levels init Forecasts 15 11 2002 22 00 00 E Measured values E Forecast 1 E Forecast 2 E Forecast 3 5 THE UPDATE DATA MENU This function is developed to allow users to download by Internet data of monitoring networks external to own organization Assuming in current version that the program is installed by a reservoir owner which uses their own measurements of inflow and reservoir level and upload them into the Geodatabase through the Project menu for historical events and Events in case of an event in real time organized as Excel files the function Update Data is designed to update the other data types so e Data of hydrometric network o
5. 0 014513791 oO oO O 04 7923587 2 365901615 0 725570318 4 oo coco oo 70 0 0 0631 56355 0 471270258 0 126280411 0 05291 3396 0 026153122 0 026654672 m A ma DA ma DAA m DA m SA ma BA m DAA man 0 015450599 0 202315555 0 307 r64292 0 171495072 0 096r05695 0075784034 0 29562994 0 017113236 0 04 603075 2 932602232 1150760935 r a 0 OORT E2405 0 413201 353 013637043 0050479933 0 021686336 a O01 SF 32345 Oo Oo O 012751869 0 126681 471 0 4051 74436 O 2070393593 0054690701 0 090953925 0 32121536 0 015909457 a 0 0 0597 56465 2 7 34226151 0 7 94939075 Precipitation oo coo coo oc fal 0 j 0049570532 0 136070497 0 15611814 0 045095644 O 02930357 oO 0023565433 Oo 0 0015809922 0156130659 0 3494852919 O 29602491 2 0 05479601 7 0 07 2265031 O 263202515 O01 Sab 7549 oO oO O 055477051 3 042041 556 0596320399 MOM ooo coo oo oc 70 0 0 052652468 0 116533243 0 15271097 0 041599957 0 027 26852 0 01 7095055 D ooo oO oom g 0 012450545 0 176522291 0 27 5656605 0 166005235 0 085704 41 O 058206624 O31 6067015 0 021 459359 0 041 6264565 2090135165 1 0397092229 ae gt The data uploading in the project GeoDataBase 1s activated by pressing the dedicated button 3 11 Plot transfer historical time series This tool allows you to draw graphs of ti
6. Worksheet with the data Dati orai tt Type of data to be loaded Worksheet with the data Daoist lw Rain E E e Reservoirs levels E W Outlet flows E Type of data to be loaded jw Rain ia E WwW Requested withdrawal Load data in the GDB a Load data in the GDB im y E Vf Rev 00 User Manual Environment and Sustainable Development Department Pag 25 51 w Time curves Measurements Forecasts im Curves of operations requirements detii Data File See Data File 7 men f See Data File D documenti Piene1 0SH altFlood201 OLE sempioF ilelnput E se empioFilelnpul E se Measurements Sheet OSSERVAZION PREVISIONI Requirements Sheet PescDam ss Forecasts Sheet PREVISIONI l W Overyrite any existing data W Ovenmrite any existing data Type of data to be loaded Type of data to be loaded v Regurements Seres W Measurements Series We Forecasts Seres v q Loadd taintheG6DB Load data in the GDB oo w Forecast Loading XML format W Load past rain measures iw Overnvite existing data _ Loaddaainthe GDB The function Load monitoring data from a XLS file is designed for loading observed data of hydro meteorological provided from Regional Office It can load data for e Watershed e Monitoring Point e Water Withdrawal The following data types are expected e TSTypeID 70 hourly observed rainfall e TSTypeID 80 hourly observed temperatures e TSTypeID 90 hourly observe
7. eS TipoManovra Clear Set the coordinate system to Unknown FE TSEvent i ea TSManovra save AS Save the coordinate system to a File EE TSQuality fea TST ype i Progetto_GDB mxd ge Proget penta econ wedati w Displays the properties of the selected item If you have a shape file or an existing geodatabase of your study area you can simply import the coordinate and the X Y Z domains from it 7 3 Append new record if necessary in some dictionary tables In the following tables of the geodatabase there are some initial data needed for subsequent loading operations TSType table that lists the types of time series TSQuality table that lists the types of data quality acquired CurveType table that lists the types of curve XY These tables in the Progetto_GDB mdb empty file already contain records that relate to the most common types of data if you want to load into the geodatabase more data types you must first enter the description of these new types and assign them a univocal number of TSTypeID and or TSQualityID and or TbTypeID 7 44 Upload initial geographical data User Manual 4S Rev 00 Environment and Sustainable Development Department Pag 41 51 The starting geographic data consist of the following feature classes Inthe Feature DataSet Hydrography features that represent the river system HydroEdge these features are typically represented in hydrography as a blue line and in general they
8. you must choose a list of points of interest For each point you need to create a HydroJunction At the HydroJunction there may be works such as dams or points of interest where the runoff is calculated in this case it is a drainage point of watershed Once the HydroJunction of interest was selected in the network the following steps need to be done to create the necessary calculation scheme 1 defining the watershed that have the closing section at these HydroJunction 4S Rev 00 User Manual Environment and Sustainable Development Department Pag 46 51 2 should be fill in the field JunctionID of the Dam table with the HydroID value of the HydroJunction 3 Building the SchematicNetwork establishing the appropriate SchematicNode SchematicLink and in particular o Creating a SchematicNode at each HydroJunction will be nodes of type confluence ScsType 2 except the final network node that will be of type outfall ScsType 3 and fill in the field FeatureID with the HydroID value of relative HydroJunction o Creating a SchematicNode at area centroids of watershed will be nodes of type ScsType 1 source and filling the HydroID value of relative watershed in the field FeatureID o Link with a SchematicLink the SchematicNode of type ScsType 1 source to the SchematicNode of relative drainage area outlet the sequence of steps for finding the SchematicNode of confluence is the following 1 select the watershed related to the initial Sche
9. 01 11 2002 1 00 00 01 11 2002 1 00 00 Giustina Mollaro Noce Stramentizzo Adige_Avisio Adige_Fersina Isarco Adige_Noce Avisio Giustina Rain InvasoSantaGiustina Q out ee a aaa ultetnetvettelattette 0 01 11 2002 00 06 11 2002 00 11 11 2002 00 16 11 2002 00 Scale Chart Min alt ne ma Transfer to the Events GDB 21 11 2002 00 30 11 42002 23 00 00 30 11 2002 23 00 00 30 11 42002 23 00 00 30 11 2002 23 00 00 30 11 2002 23 00 00 30 11 2002 23 00 00 30 11 42002 23 00 00 30 11 2002 23 00 00 30 11 2002 23 00 00 Translation af 26 11 2002 00 CE a aaa 01 12 2002 00 od goje Pressing the Transfer to the Events GDB button it s possible to copy data to a GeoDatabases event helped by the following mask which allows if you want to limit the time range of data to copy m Transfer to Event s GDB Select an Event 00711 Evento Novembre 2002 Type of data to transfer wW Rainfall Temperatures P Freezing 7 esem Input Hows Event s dates and hours ddyrar yy 011172002 KIK 20 11 2002 i Initial final Sro Levels Iw Output flows if Requested supply flaws hh mm ss 00 00 00 2 daa Transter Us ns Rev 00 User Manual Environment and Sustainable Development Department Pag 17 51 3 12 Create a Forecasts DataBase It allows to create a database event dedicated to real time forecasts Under the project folde
10. 24 51 4 6 Muskingum s parameters For the meaning of the tool see section 3 6 In this case however the change of parameters is only valid for the event In this way you can keep save the original copy stored in the project Geodatabase 4 7 Load monitoring and forecast This function allows to load in the event GeoDatabase observed or forecast data in addition to any historical data already transferred from GeoDataBase project as seen Flood Loaded project Adige Events Update Data Realtime forecasts Select Event Clean Event s GDB WaterShed s data Dams options Dams withdravwal s options Muskingurm s parameters Load monitoring and Forecast Load monitoring data From a XL file Dams maneuvers and rain forecasts Graphic Load rain Forecast From a L5 File Observed data Graphic Load Dams time series From a L5 File Execute rainfall rumoff model Load reservoir Flood rountig plan From a L5 File Compute Flow routing Load rain measures and forecasts by WEB From a 4LM File _ _ a Flow Forecasts at Monitoring Points Flow and water surface Forecasts at Reservoirs Forecast historical data comparison graph As shown there are different modes of transfer For each of them is presented an appropriate mask that allows to choose the desired file possibly open it to check it and then upload the data For the Excel files containing time series the format must be identical to that already seen for the series
11. 721 Taz Tr 120 96 32 96 32 96 32 96 32 96 32 36 33 96 34 96 34 96 34 96 34 96 33 96 33 96 33 96 33 96 33 96 33 96 33 96 33 26 36 96 52 96 54 96 56 96 66 96 63 96 60 96 56 96 54 96 53 96 53 38 02 96 34 96 34 96 33 96 45 96 68 96 58 96 51 T 0 0034634957 0 101781103 0084249416 0 0321418553 0 018541771 0 01 3601205 000ga TF re 0 109387914 0 264340926 0 15327 2601 0 050594 49 0053780605 0 16036234 O 01 3373411 0 035592354 1 52590937 O 6 70206452 ooo oo oo AE a r o 0 0034634987 0 101781103 O 084249416 0 052141 585 O 018541 771 0 0 01 3601 265 oO 0 000ga rr 0 109387914 0 264340926 0153272601 0 0505941 49 0 0537 80605 0 1 8036254 O01 3373411 a 0 0035592354 1 52590937 O 6 70206452 M4 gt WS Sottobacini MonitoringPoint TSType Codici Dati_orari Pronto O aD G AOOO O Precipitation T 003553523 0 1 26900844 0 138581944 0 058419791 0 026922535 j 0 022909606 0 aoc ooo oo 0012649772 0 119960077 0 511914402 0 2081 82525 0 092307697 0 096506892 0 290951 666 O 01632 7591 T 0 069166804 1 4297 7625 0 961011 41 r Oo j 0039455459 0 119021979 0 1285699776 0052783265 O 030301115 oO O 0240539 Oo Oo 0 019087608 0 1767 90006 0 3647 40465 0237714143 0093253816 O 0806407 22 0 281 025625
12. Turbine 1 MaximumDischange Flow 100 INSTRUCTION ID 2 Proypelb 2 Tupe CHILISUAA Stary DateHour 26 11 2002 10 56 00 lt Wwithdrawal gt Turbine 1 lt i Apply reservoir flood routing plan f Apply f Do not apply f Evaluating Emergency maneuvers f Not evaluating Emergency maneuvers Visualize C Mull f Operating rules f Reservoir flood routing plan Pressing the button Perform Calculation the program reads data from the database of the dam and performs the calculation of transition in the reservoir and the resulting flow downstream Us User Manual Environment and Sustainable Development Department w Reservoir routing TINI 0 128 97 i TFIN 255600 wes DTSTAM 3600 Level NLUCI 5 OUTLETS LIST OUTLET 1 GOUT Flow rate mers 60 00 OUTLET 2 SFIL opening cm 0 00 OUTLET 35PIL opening cm 0 00 OUTLET 4 TAGA opening cm 0 00 OUTLET 5 TAGA opening cm 0 00 Freza 1 Time interval min related to the Outlet situation level variation Range of operation min 60 zo supply 755600 Simulation 128 977 Simulation velocity Be4_573 60 000 max reg f max inv 4J 231 12002 00 241 12002 00 25 1 1 2002 OO 261 1 2002 00 All the results are stored in the database 4 10 Forecast graph at Monitoring points It allows to obtain the graph of the inflows and outflows to the measuring stations of type hydrometer and reservoir 60 oO Oo O0
13. Update Data Real time Forecasts Example of project without valid data of events HaltFlood Loaded project Adige Project Events Update Data Real time Forecasts Example of project with valid data of events After you have insert valid data into the tables Dam MonitoringPoint and Watershed of the project GeoDataBase the list of commands of Project menu will be enabled HaltFlood Loaded project Adige Project Events Update Data Data Schemes Pier Open Delete Watersheds data Muskingurm s parameters Load sY Curves For the Dams MATUISC F2 Create an Event Transfer Tab bo Event Load historical series MAIUSC F1 Historical series Graphic Transfer Create a Forecasts Database Visualize basin model map HalkFlood Ini Exit WE ae Rev 00 User Manual Environment and Sustainable Development Department Pag 8 51 3 4 Delete The command Delete allows the user to remove a project this procedure requires attention as its elimination is irrevocable Selecting the Delete option from the Project menu a new window will be opened to choose the project to delete Select a project from the followings Piave hi Cancel If the user answers OK a confirmation of the choice will be required as the deleted data can not be recovered HAL TFLOOD A Do you really wank to delete the project Piave E ee Answering Yes Si the proj
14. be located in the same folder where is the current project GeoDatabase T ArcExplorer 9 2 0 D HALTFLOOD Programmi Progetti Adige Adige_mappa axl File Edit View Layer Tools Help ee hei MB eiGO 4 RGGeQenrRsle aR bho REE W HydroEdge N Wi SchematicLink A Wi MonitoringPoint HydroJunction W Dam i W Schematichode i Wl Watershed Hydre aAdige_Avisia al Adige _Fersine 4 Adige _ sarco Adige More ey Avisig mi Giustina Isarco Molaro Similarly if there is a Quantum GIS installation having created the relative project file on standard name Name of Project _mappa qgs User Manual anem Leslee Ailig Ricerca sul Sistema Energetico Environment and Sustainable Development Department Ta i H ag E Sot i Schemmidode x E Schemat m Sa a jam ce Li MenteaingP aisi y H rensli hrern a wbd e eh HO 1 T C 2eeeruecr 9S eS Dew EL om a e eea is mes e ea fil SO 75K OP DD sadanta Rev 00 Pag 19 51 It must be remembered that Quantum Gis unlike ArcExplorer allows also to modify the data of ShapeFiles but this has no effect on the data of GeoDatabase used by HaltFlood The geographic data of GeoDatabase be changed only by ArcGIS while the alphanumeric by Access 4 THE EVENTS MENU The processing are performed on the data contained in GeoDatabase event The function Events of the
15. each Monitoring Point is possible to have a comparison for each date of the forecast start between historical data black line and those forecasted by the models colored lines sa Rev 00 User Manual Environment and Sustainable Development Department Pag 34 51 w HALTFLOOD Seles Options Monitoring Point Hame Type Previous hours List of forecasts ADIGE a TRENTO Ponte San Lorenza v 4 Idrometro 48 Go 23 11 2002 23 00 00 __ gt Portata stoica massima al colmo I 1 mee a a ge EE 22s EN 25 317112002 00 22112002 Ob 23112002 Of 2411 200 00 25 11 2002 00 THT 1 2002 D 2112002 D Forecasts Contributions to the flow leu es sa ey fe a a If 18 Scarica Diga Santa Giustina Thresholds Portata storica massima giornaliera Portata storica massima al colmo Init Forecasts 2371172002 23 00 00 E Measured values E Forecast 1 E Forecast 2 E Forecast 3 In this graph you can also show threshold values and contribution flows due to upstream reservoirs see Graph of forecasts at stations If Monitoring Point is a type Reservoir the frame Graphs of reservoir is enabled in which case is possible to graph both the inflows and the outflows or only the inflows and finally the levels HALTFLOOD BI Options Monitoring Point Hame Type Previous hours List of forecasts Serbatoio Diga Santa Giustina ea l Invaso 48 Go 1571172002 22 00 00 4 Inlet flow
16. main menu has several items Flood Loaded project Adige Events Update Data Real ti Seleck Event Clean Event s GDB WaterShed s data Dams options Dams withdrawal s options Muskingum s parameters Load monitoring and Forecast Dams maneuvers and rain Forecasts Graphic Observed data Graphic Execute rainfall runofF model Compute Flow routing Flow Forecasts at Monitoring Points Flow and water surface Forecasts ak Reservoirs Forecast historical data comparison graph ai Rev 00 User Manual Environment and Sustainable Development Department Pag 20 51 It is only after the selection of the event option Select an Event that the following options are enabled 4 1 Select an Event The event is chosen by selecting the corresponding record in the window presented and confirming the choice Select an Event only the events with an existing GDB are listed Event sID Description i 200211 Evento Novembre 2002 0021100 Evento Novembre 2002 calibrazione Cancel The name of the event s printed on the top of the screen HaltFlood Loaded project Adige Project Events Update Data Realtime Forecasts 4 2 Clean Event sGDB This option cleans the GeoDataBase event eliminating any double data 4 3 WaterShed Data For each of WaterShed event this mask allows to see or possibly change saving changes data of WaterShed to use
17. option let the user to upload in the project GeoDataBase the time series of precipitation discharge levels etc The following form appears w Historical Series Loading Monitoring data Eg See data file D documentit Piene1 O4 HaltFlood20104E sempiof ilelnputtE se Data File Worksheet with the data Dato o Type of data to be loaded Ww Ran y E Mw Reservoirs levels iz iw Outlet flows ivf Requested withdrawal Load data in the GDB ee The first step is the selection of the data file you can find the file by clicking the Select data file button The data file must be in excel format and have a fixed format as shown in the figure below The first five rows are fulfilled with the identification data of each sub basin and or monitoring stations and the type of data to be loaded the codes must match with those reported in the GeoDataBase In the subsequent rows from line 6 are reported in the first column the date and hour and in the following columns the hourly data corresponding to the sizes of its respective header lines After choosing the datasheet the combo will be automatically filled if that data are in the requested format the program determines the different types of data and active options in our case Precipitation Water Levels Outlet Discharge It is possible to see the file including the data by clicking on See data file WW Environment and Sustainable Development Department
18. parameters to assig respectively to the functions Batch Subwatershed Delineation and Longest Flow Path lane Rev 00 User Manual Environment and Sustainable Development Department Pag 50 51 d Batch Subwatershed Delineation Flow Direction Grid Stream arid Ctr Batch Point BatchPoint Subwatershed Submwatershed Subwatershed Point C ubwaterzshedFoint OF Help Cancel Longest Flow path Drainage Area Submwatershed Flow Direction Grid Fdir Longest Flow Path LongestFlowPath OK Help Cancel Node Link Schema genaration Node Link Schema Generation Watershed Polugons C ubwaterzhed Junctions HydroJunction Schema Link S chemaLink Schema Node SchemaNode OF Help Cancel On each node and each branch is expected to be activated a subroutine of calculation the possible subroutines of calculation are different depending on the type of node or branch A list of possibilities is as follows Type nodes SchematicNode ScrTye source o Subroutine source calculation of rainfall runoff model applied to corresponding watershed 4S Rev 00 User Manual Environment and Sustainable Development Department Pag 51 51 SchematicNode ScrTye confluence and SchematicNode ScrTye outlet o Default Subroutine Sommaldrogrammi calculation of the sum instantaneously of the outflows of branches that converge in the node o Optional Subroutine dam sum of inflows in the node and calculation of rout
19. reservoir capacity curves any automatic opening rules of the outlet works depending on the water level in the reservoir possible withdrawal standard curves from the reservoirs An example of the data structure of the two different excel sheets is shown below The first line contains the headers and the data begin from the second row User Manual 4 Rev 00 Environment and Sustainable Development Department Pag 11 51 ReservoirsCurves Curvelnvasi ee eae ee E C 1 FeaturelD HydroCode TbTypelD Tbal Thal TipoCurva Oo Oo Ba Ra ho Bobo bo l lIl a a O 0 0A ao ooo SS co my oo oo So 100005 3 GIOVANNI 100005 5 GIOWAMMI 100005 5 GIGAMNMI 100005 5 GIOVANNI 100005 5 GIOWAMMI 1000055 GIOWANMI 100005 5 GIOWYANMI 100005 5 GIOWYANMI 100005 5 GIOAMNMI 100005 5 GIOVANNI 100005 5 GIOWYANMI 1000055 GIOWANMI 1000055 GIGWAMNMI 100005 3 GIOWYANMI 100005 5 GIOWAMMI 1000055 GIOWAMNMI 100005 5 GIOWYANMI 100005 5 GIOAMMI 1000055 61I0 V ANN 100005 5 61I0V ANN 402 Scarica lucel 1262 Scarica lucel 12562 Scarica _lucel 1282 Scarica lucel 1262 Scarica lucel 1252 Scarica lucel 1282 Scarica lucel 1283 Scarica luce 1253 Scarica luce E 214 5 O Legge apertura scarichi s livello serbatoio Y apertura o 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 100005 5 GIOWAMMI 216 60000 Curva volumi A quota m s m 1 1 g E E g E E g E volume wolume volume vo
20. series are contained in table TimeSeries this have a relationship with other tables that are used to define the data type Us Environment and Sustainable Development Department User Manual A list of time series in the geodatabase is as follows 1 Observed data during various events of rainfall on each watershed Observed values of flow in the closing sections of river with streamgauge Observed values of inflow in reservoirs Observed values of water elevation in reservoirs Observed values of outflow from reservoirs oa a Rev 00 Pag 44 51 The historical time series are listed by event according to a list contained in a schedule of events table TSEvent and are related to a monitoring point streamgauge reservoir or area watershed The TimeSeries table has two key fields FeaturelD field that contains the value of HydroID of Watershed or MonitorigPoint wich is related TSEventID field that contains the value of TSEventID referred to the list in TSEvent table It is possible upload time series data from an excel sheet having the follow format The tool L interfaccia takes care of assigning the proper TSEventID EJ Microsoft Excel Esempio_File_caricamento_serie_storiche xls B9 File Modifica Formato Dati BE A EPN IN EE i 0 z A Arial B104 fe 11 6496 A eee reed C D isualizza Inserisci Strumenti Finestra 0 00 00 gt 0 Digitare una domanda a 9e lsarcoBolzan
21. using input observed rain Date Select one date from the available forecasts 1471172002 22 00 00 Initial conditions Previous hours of rain Previous hours of runoff Selection of Qb baze flow f Use GOB data f Use recalculated values Run Model Then it s important to operate as follows w Rainfall runoff forecasting model Type of simulation f Run uzing Input rain forecasts Date Input the starting date of simulation input Number of simulation Fours 73 Initial conditions Previous hours of rain Previous hours of runott 40 Selection of Ub base flow f Use GDE data Use recalculated values Run Model e Choose if you want run the model using rainfall forecast or observed rainfall e Choose the starting date of e Specify data from previous hours of rainfall and discharge that are used to assess the initial condition of soil moisture values shown here are the default e Press the button Check previous data It shows the following Table User Manual Us w PREVIOUS DATA SITUATION FORECAST OF 23 11 2007 23 00 00 Watershed 1000009 1000010 Monitoring Pot data flows and levels marked in red are the stations for which data must esist Hydrol average precipitation data on the various sub basing watershed HydroCode Adige_lsarco Isarco Adige Moce Giustina Mollar Noce Adige Avisio Stramentizzo Ayigio Adige_Fersina HedroCode Nocevalle
22. 0 O Oo 00d ood ood agd zril i00 OO Rev 00 Pag 31 51 Vf Rev 00 User Manual Environment and Sustainable Development Department Pag 32 51 w Inflows and outflows at w s monitoring points Stream gauge and Reservoir level List of measurement stations List of forecasts ca 2371172002 23 00 00 4 D I I I I I 15 ZV 12002 00 22112002 O00 23 11 2002 O00 24112002 00 25 1 12002 O00 26 1 12002 00 27112002 O00 Forecasts Contributions to the flow Thresholds Forecasts 1 2 3 C Forecast 1 Portata storica massima di durata 10 giorni era aedi Portata storica massima giornaliera Init Forecasts 2371172002 23 00 00 E Measured values E Forecast 1 E Forecast 2 E Forecast 3 For the current measurement station the frame Tresholds at the bottom right of the mask appear if there are certain threshold values of flows which can be indicated on the graph You can add or remove a line on the graph that shows the threshold by selecting or un selecting the relative name on the list These threshold values are stored in the table CurveX Y GeoDatabases Project If the frame Contributions to the flow is enabled as in the case stated above is also possible to see on the graph with dotted line the contribution of flow at the current station due to individual discharges of dams upstream Is necessary to activate the function selecting the appropriate check and then select from dedicated C
23. Cancel After the OK button is pressed the program makes a new project directory with the same name of the project in the default location on your computer to store the project The default projects location is a folder named Progetti in the installation location of the HaltFlood exe program In the project directory will be automatically create an empty Personal Geodatabase ProjectName_GDB mdb were you will store the date concerning the project This following message reminds you that you must enter additional data into the Geodatabase T must enter data in the Tables Dam Watershed and MonitoringPoint of the GeoDataBase Piaye_GDB mdb To enter data in the Tables is useful to use ArcGis The different steps to do with ArcGIS are described in Appendix A If you don t have ESRI ArcGis you can still load the data manually but only alphanumeric data The tool Haltflood uses only alphanumeric data so you can run simulations but you can not control the congruence between geographical and alphanumeric data 3 3 Open This command menu allows opening a project To open an existing project you must select the Open menu option Rev 00 User Manual Environment and Sustainable Development Department Pag 7 51 Select a project from the followings Cancas When a project is opened in the menu system the menus for witch there are valid data are enabled HaltFlood Loaded project Piave Project E
24. Data Set there are e HydroNetwork is the principal feature class of this dataset it is an ArcGIS geometric network whose components are HydroEdges and HydroJunctions Water flows along HydroEdges and HydroEdges are connected by HydroJunctions The Hydro Network describes flow through rivers and streams and the centerlines of waterbodies e SchematicNetwork which consists of the SchematicLink and SchematicNode feature classes These features are used to symbolise the connection of drainage areas to HydroJunctions and to provide a simplified view of water flow through the landscape About HydroNetwork it should be noted that there are two type of junction 1 HydroJunction junctions that may have particular behaviors and attributes and have relationship to other feature in Geodatabase hydro feature 2 HydroNetwork_Junction locations that are anonymous points on the network with no attributes or user interests These junctions are required only for the network connectivity In Hydro Data Model the geographical points of reference are HydroJunction which in geodatabase have a unique number named HydroID that is key field for relationtip to other objects the connection of any objects to the HydroJunction is obtained by inserting in the key field JunctionID of the object the HydroID value of the related HydroJunction In particular are related to HydroJunction the features Watershed MonitoringPoint Dam Creating a new project
25. E A E E 43 7 6 Methodology for determining the hydro network and the schematic network 45 4S Rev 00 User Manual Environment and Sustainable Development Department Pag 3 51 The software HALTFLOOD The software tool HaltFlood is capable of estimating flood hydrograph entering the reservoir and propagating downstream dam implements mathematical modules relevant to most important processes and data involved e g meteorological data runoff estimate at watershed scale reservoir operation the propagation of forecast floods over river downstream dams 1 SOFTWARE AND HARDWARE REQUIREMENTS AND INSTALLATION GUIDE The HALTFLOOD tool is written in VisualBasic 6 0 language the following programs OS are needed to be installed Microsoft Windows XP o 2000 Haltflood is not tested with Vista Microsoft Excel exe and MSAccess exe Microsoft Office Package ESRI ArcGis 9 2 with the Spatial Analyst extension international decimal separation must be set to the dot PC pentium 4 with almost 1 GB ram Free Memory Disk almost 2 GB It is recommended to have ESRI ArcGis 9 2 with the 3D Analyst and Spatial Analyst extensions The GIS is useful in managing data for new project and in editing Geodatabase in which are stored the data for Haltflood In order to run the installer program you must have Administrator privileges on your computer You only need the privileges during installation once installation is co
26. S antaGiustina NoceyalleMollara AvisioyalleStramentizza Mezzolombardo Lavis S Michele all Adige Trento AdigePonteAdige lsarcoBolzano Lavis_parz Mezzolombardo_parz SMicheleAdige parz InvasoS antaGiustina lnvasoM ollara InvasoStramentizzo lnvacoS antaGiustina lnvasoMollara lnvasoStramentizza Initial Date 13 11 2002 23 00 00 13 11 2002 23 00 00 13 11 2002 23 00 00 13 11 2002 23 00 00 13 11 2002 23 00 00 13 11 2002 23 00 00 13 11 2002 23 00 00 13 11 2002 23 00 00 13 11 2002 23 00 00 13 11 2002 23 00 00 Ftype ScancoDighe ScaricoDighe ScaricoDighe Idrometro Idrometro Idrometro Idrometro Idrometro Idrometro Idrometra Idrometro Idrometro lnvwaso Inasa lnvaso lnviasa lnvasa Invasion Final Date 23 11 2002 23 00 00 2371172002 23 00 00 23 11 2002 23 00 00 23 11 2002 23 00 00 2371172002 23 00 00 2371172002 23 00 00 2371172002 23 00 00 23 11 2002 23 00 00 23 11 2002 23 00 00 23 11 2002 23 00 00 Initial Date 21711 2002 23 00 00 21 11 2002 23 00 00 21 11 2002 23 00 00 21 11 2002 23 00 00 2171172002 23 00 00 2171172002 23 00 00 2171172002 23 00 00 2171172002 23 00 00 2171172002 23 00 00 2171172002 23 00 00 2171172002 23 00 00 21 11 2002 23 00 00 2171172002 23 00 00 21 11 2002 23 00 00 2171172002 23 00 00 21711 2002 23 00 00 2171172002 23 00 00 2171172002 23 00 00 Environment and Sustainable Development Department of data Final Date 237 1172002 23 00 00 ea 11 2002 23 00 00
27. Subroutine it contains the CodedDomain number of the type of subroutine call at the node Coded ValueDomain are the follow 1 2 5 sorgente Sommaldrogrammi Diga Diversion Utenza Source input runoff hydrographs from the connected watershed Sum hydrographs sum the discharge from upstream schematiclinks Dam call the dam tool performing flow routing at the connected dam Diversion call the subroutine Diversion that calculate the outflow into the downstream schematiclinks Users sub non yet implemented About the table SchematicLink you must note the meaning of some fields e HydrolID integer A unique feature identifier within a geodatabase e FromNodelID integer Indicates the HydroID of the SchematicNode at the upstream end of the Link 4S Rev 00 User Manual Environment and Sustainable Development Department Pag 42 51 e ToNodeID integer Indicates the HydroID of the Schematic Node at the downstream end of the Link e LinkType it contains the CodedValueDomain number of the type of node CodedValueDomain are the follow affluente tributary 2 principale main river 3 canale channel e Subroutine it contains the CodedValueDomain number of the type of subroutine call at the link CodedValueDomain are the follow traslazione transfer trasfers the inflow hydrograph to the downstream node unchanged 2 Muskingum Muskingum call the Muskingum subroutine to routing the
28. WE Rev 00 User Manual Environment and Sustainable Development Department Pag 1 51 HALTFLOOD USER MANUAL Haltflood No Project loaded Project z 3 HAEFFLOJOD Hydrology hydrAukics and mefe prediction in reservoirs for FLOOD attenuation and de lay RSE Ricerca sul Sistema Energetico The product called HALTFLOOD was produced by Research on Energy Systems RSE S p a and the work has been financed by the Research Fund for the Italian Electrical System under the Contract Agreement between RSE and the Ministry of Economic Development General Directorate for Energy and Mining Resources Warranty and Limitation Liability The product is delivered as it is without any guarantee The authors RSE S p A or the Research on Electrical System itself may not be considered at any rate responsible for direct or indirect damages deriving from the use of this product or from the impossibility to use it Support service The product is delivered together with a User Guide and no further documentation is expected Use restrictions Recipient may use the software HALTFLOOD for company purposes and may not grant rights to use it to any other individual or entity 4S Rev 00 User Manual Environment and Sustainable Development Department Pag 2 51 Index 1 Software and hardware requirements and installation guide cc ceeeessececceeeeeeeeeseseeeeeeeeeaes 3 DMN TN Sy E see eae eam oe rede E esse sec sees signee e
29. ab with TypeHouting parameter 3 Musk_ NumSubReach AGL Glee adim adim Adige asta Hoce _asta Noced asta Adiges asta To edit table data 1 highlight the cell the celles concemed 2 place in the due field the corect value 3 confirm by pressing the Insert key Correct value _ insert This form shows the HydroCode reading the data from the SchematicLink Tab of the project GeoDataBase when the TypeRouting parameter is set to the value 3 it means that the wave propagation is estimated by the Muskingum routing method In the SchematicLink Tab are reported the following parameters of the Muskingum Cunge model K factor that approximately corresponds to the propagation time of flood waves along the channel X weighting factor ranging between 0 and 0 5 Vf Rev 00 User Manual Environment and Sustainable Development Department Pag 10 51 There is the possibility to change these values and store them in the geo database 3 7 Loading curve XY dams This function allows the user to upload some data regarding the dams in the GeoDataBase The following form will appear w Loading curves XY dams Data File Sheet with reservoir data Curvelnvasi Sheet with withdrawal data CurvePrelievo o W Overwrite any existing data Type of data to be loaded We Reservoirs Vols and disch s If Withdr Curves Intake Dams Load data in the GDB FF The form let the user to upload two different Excel files
30. acini 4 MonitoringPoint TSType Codici Dati_orari 4 Invaso Discharge_obs 120 16 50 12 38 10 92 10 92 10 92 11 858 10 19 10 92 10 19 10 92 10 92 10 19 10 19 11 65 17 35 Vito 16 50 15 65 16 50 15 65 17 35 15 65 20 14 16 50 15 65 13 11 10 92 120 12 60 13 70 17 80 15 40 13 20 13 70 13 20 13 20 14 30 13 20 13 70 59 40 71 00 74 70 61 70 59 40 59 40 60 50 59 40 57 20 74 70 74 70 62 80 34 80 13 20 12 60 13 70 13 20 13 20 1 65 0 72 0 92 0 72 0 92 0 92 0 72 072 1 65 7 30 7 35 6 50 5 65 6 50 5 65 T 35 5 65 10 14 6 50 5 65 3 11 0 92 787 00 787 00 767 00 767 00 60 90 66 00 66 50 60 90 54 80 49 70 66 00 62 00 90 50 91 00 56 00 42 09 125 70 0 000 0 000 0 000 0 000 0 000 0 000 0 000 0 000 0 000 0 000 0 000 0 000 0 000 0 000 0 000 0 000 0 000 0 000 0 000 0 000 0 003 0 000 0 000 0 000 0 000 0 000 0 000 0 000 0 000 Adige _Isarco Isarco 1000001 Watershed Precipitation 1000002 Watershed Precipitation 70 0 000 0 000 0 019 0 000 0 000 0 000 0 006 0 000 0 000 0 000 0 000 0 000 0 000 0 000 0 000 0 000 0 000 0 000 0 000 0 000 0 013 0 000 0 000 0 000 0 000 0 000 0 000 0 000 0 000 gt In the first five rows there are the identification data of sub basins and or of monitoring stations and the data type you want to upload codes must match those in geodatabase In particular are imp
31. added fields and tables to take account of the special needs of the application HaltFlood 7 2 Modify Update coordinate system and Domain In the empty geodatabase there three Feature DataSet 1 Drainage 2 Hydrography 3 Network These Feature DataSet are by default the follow coordinate system useful for Italy Projected Coordinate System Name WGS_1984_UTM_Zone_32N Alias Abbreviation Remarks Projection Transverse_Mercator Parameters False_Easting 500000 000000 False_Northing 0 000000 Central_Meridian 9 000000 Scale_Factor 0 999600 Latitude_Of_Origin 0 000000 Linear Unit Meter 1 000000 Geographic Coordinate System Name GCS_WGS_1984 Alias Abbreviation Remarks Angular Unit Degree 0 0174532925 19943299 Prime Meridian Greenwich 0 000000000000000000 Datum D_WGS_ 1984 Spheroid WGS_1984 Semimajor Axis 6378137 000000000000000000 Semiminor Axis 6356752 3 14245 179300000000 Inverse Flattening 298 257223563000030000 X Y Domain Min X 1387362 287268 Min Y 2445888 317314 Max X 213361002 212733 Max Y 217194252 817315 Scale 10 000000 M Domain Min 0 000000 Max 2147483645 000000 Scale 1 000000 WE Rev 00 User Manual Environment and Sustainable Development Department Pag 40 51 If you need a different XY Coordinate system you must change it for each Feature Dataset In this case you also need to change the Domain This can be done with ArcCatalog M ArcCatalog Arcinf
32. ae E E E tees 5 O EO MM ars pesca stares ergo ste sees bent e cease E eee ee E ee aes pence eseor ee bees A 5 3 1 PYAR AS CMG CS on esata stistarnse E sa sdearnse arch oueicete ek eseuona sa satense arch eetes 5 Do AN OW E E A E A E E E E 5 3 3 OP sence ese a Sa eee ee es sae eee hoes 6 i i Do ener eee en Re ee EOE S EEE ee ee ee ee ere er ee 8 3 5 WUC TS NG A E A E E A E E 8 30 Edt WIS 1m Un s parameters asacnatetceeecshaiaaes deacavess hastanieencaecee bascaaatedcqeact E 9 3 7 Load c rye XY GIMS faces 2 Sects eas caenn e a in 10 3 8 Bas A Ey IMM EE E E ET S E te E E E E E T 12 3 9 Pansier tables to Event GDB een renin etter i ienn ne E E 13 JO Loimon o ne d a e E E E E E EAE 14 SAM Plot transter mstorical time SETiESasnirniscinsiisssnininsieseic ndn i 15 BAD Create a Fe Se Daa BI e A E A 17 3 13 Vi sualize basin model map scse cssssdcssccdesevrssassaateccaowecaaganessecdadatesisasnatecauowesaaaabeasncdadasesaasacaaes 17 Pe RUNS E E E E E A N E E E E E A 19 4 1 LCE ANN FOUN gs cress E E E O A A E 20 4 2 Snae CD gt e E E E E E ee eer ee 20 4 3 Water OA sas E E E E E E E 20 1 E 21 6 116 0 910 E E ere en E EA ee ere 21 4 5 W N AiO OS e E A 22 46 WAUSAU Sal AAC LOLs cp dcantncunctetonesactiacetonsaosessannareedmetgsnbacbiacetsncuosgsansseseecnetoneietaiacet antes 24 4 7 Load monitoring and forecast ccccceessesseeccceecceaeeeeeeecceeeeeeaaeesseeeeeeeeseeaesesseeeeeeeeeeseaenees 24 4 8 Execute rainfall runoff forecasting model
33. ammi 13 3020 ConfluenzaF ersina a Foce Sommaldrogrammi 14 S026 Adige 1000003 sorgente sorgente i gt Record 14 4 5 fol Show Ai Selected Records 0 out of 21 Selected Options Note that the rainfall runoff model is set to run the calculation with time step of one hour and this step provides the inlet discharges to the reservoir If the rate of change in the level of the reservoir is small during one hour is recommended to choose for the reservoir model the hourly time step However if the reservoir volume is small compared to its discharge capacity eg in case of Barrage it s necessary to use a smaller time step calculation In this way the model can apply with adequate time step the rules of operation of discharges included in the geodatabase and update the degree of opening of floodgates to adapt them to rapid changes in the level 4 5 Withdrawal options This functions allows to select options concerning the withdrawal from the intake works of the dam Selecting it activates the mask below pea Rev 00 User Manual Environment and Sustainable Development Department Pag 23 51 w WITHDRAWAL OPTIONS hourly daily hourly weekly daily pearly monthly yearly search all curves of hourly withdrawal search only curves of demanded withdrawal search only curves of historical withdrawal Empty field List of available options STRAMENTI2Z0 Presa Stramentizzo oe oa ee ee ae SANTA GIUSTINA Pr
34. cal yearly one year month by month TbTypeID 250 WaterDemand constant each year X abscissa value could be time day or year Y ordinate value discharge in cubic meters per second optional description 3 8 Create Event This function allows the user to create an Event associated to the Project The following window is shown a ee ee ToTypell Thala Ormcs Y mcs Y Ormncs Ormcs Olrmcs Ormcs Ug oe Rev 00 User Manual Environment and Sustainable Development Department Pag 13 51 w CREATE EVENT Already existing events 200211 Evento Novembre 2002 20021100 Evento Novembre 2002 calibrazione Previsione Event to be created Event s ID Long Integer 200505 Event s description mas 60 characters 005 event CREATE EYENT The list of the events already created appears at the top of the form while in the bottom part is possible to create a new event by means of an appropriate frame assigning the desired identifier ID is unique and therefore is not possible for a given project create two events with the same ID It is also possible add a brief event description in the appropriate form At the end the user should click on Create Event Actually with this function only the name of the new event is stored in an appropriate table of the project GeoDataBase The creation of the event itself occurs with the following function Transfer tables to Event as explained below
35. d freezing level e TSTypeID 100 hourly observed runoff e TSTypeID 110 hourly observed height snow e TSTypeID 120 hourly observed discharges e TSTypeID 130 hourly observed levels e TSTypeID 200 observed water demand The function Load rain forecast from a XLS file is designed for loading instead of xml file data of rainfall forecasts It can load data for e Watershed e Monitoring Point 4S Rev 00 User Manual Environment and Sustainable Development Department Pag 26 51 The following data types are expected TSTypeID 71 72 73 TSTypeID 81 82 83 TSTypeID 91 92 93 TSTypeID 101 102 103 TSTypeID 111 112 113 TSTypeID 121 122 123 TSTypeID 131 132 133 hourly rainfall forecast min mean max hourly temperatures forecast min mean max hourly freezing level forecast min mean max hourly calculated runoff min mean max hourly height snow forecast min mean max hourly calculated discharges min mean max hourly calculated levels min mean max The function Load Dams time series from a XLS file is designed for observed data of dams It can load data for e Water Withdrawls Dams e Monitoring Point e Outlet Works Dams The following data types e TSTypeID 70 hourly observed rainfall e TSTypeID 80 hourly observed temperatures e TSTypeID 90 hourly observed freezing level e TSTypeID 100 hourly observed runoff e TSTypeID 110 hourly observed height sno
36. e graphs 2 Table DerivazDighe contains for all dams the data of intake works 3 Table ScarichiDighe contains for all dams the data of the outlet works 4 Table CurveXY contains for all dams the data of elevation storage relationship curve of automatic outlet opening curve of standard withdrawal from intake works 5 Table TabSorveglianza contains for all dams the data about how much open the outlet works during the flood events 6 Table TabRientro contains for all dams the data of outlet works closure when the flood decreases 7 5 2 Time Series The geospatial feature of the Arc Hydro data model describe the water environment that is the physical environment through which water flows Also important are the water properties at any geographic location precipitation discharge and water surface elevation These properties are contained in the TimeSeries component of the data model The project Geodatabase contains observed time series To perform the analysis we use a second type of GeoDataBase the event Geodatabase We create an event Geodatabae for each event where an event 1s a time period within much precipitation falls it causes runoff which discharging along successive streams can rapidly swell the flows of the main river Then in the main river flows propagate downstream The Event geodatabase stores the rainfall forecast calculated and observed runoff The data model of both geodatabase is expected that all time
37. ea 11 2002 23 00 00 ea 11 2002 23 00 00 231172002 23 00 00 231172002 23 00 00 231172002 23 00 00 241172002 23 00 00 237 1172002 23 00 00 231172002 23 00 00 231172002 23 00 00 241172002 23 00 00 231172002 23 00 00 241172002 23 00 00 231172002 23 00 00 2371172002 23 00 00 23471172002 23 00 00 231172002 23 00 00 Rev 00 Pag 28 51 Data type otdata Datatype T Flow Flow Flow Flow Flow Flow Flow Flow Flow Flow Flow Flow Level Level Level Flow Flow Flow Entering values manually It shows if there are the necessary data for calculating the model If at some point were present monitoring less data than needed in the Table are marked in red those Monitoring Point for which data must exist it s possible to enter them manually select desired record press button Entering values manually enter desired value in dedicated mask Forecast of 23 11 2002 23 00 00 For the station 3053 Nocev alles antaGiustina insert the out flow at the date tine forecasting confirm the operation e Press the button Determines the initial conditions Us r sin Rev 00 User Manual Environment and Sustainable Development Department Pag 29 51 It shows the following Table w Parameters of the initial conditions See err 23 11 2002 23 00 00 Hydrol D WaterShed Name Weub_ini mm Sini SC max GbGDE me s Gb Monit mcs Adige _Isarco WN 27 17 Giustina WN 6 23 Mlo
38. ect selected is deleted not only from the general database but also physically from the disk 3 5 Watershed data This option lets the user to assign the required parameters for each watershed previously defined to implement the rainfall runoff model A new window is opened presenting the parameter values already stored in the Geo Database and let if necessary to change them and save the new values Us Rev 00 User Manual Environment and Sustainable Development Department Pag 9 51 w ENTERING WATERSHED DATA FOR THE MODEL OF FLOW Working GeoD atabase Adige_GDB_mdb Select the desired WaterShed Adige_Isarco WaterShed Data CDEFLUSSO Runoff coefficient dimensionless ai Field capacity of soil rom SC_ Max Storage capacity of the soil mm C Empirical coefficient depending on the speed of sub surface runoff 1h KS Permeability at saturation mmh BETA Eagle on s formula dimensionless coefficient 1978 ALFAS Constant depletion of surface runoff 1h ALFASUE Constant depletion of sub surface runoff 17h Gb unit Unit basic flow m3s km2 0 01 lie Giandotti s concentration time h 10 9766 Tc A4LFAS Dimensionless product of Te for SLFAS 0 4935 Tc ALFASUB Dimensionless product of Tc for ALFASUB 0 1646 Save 3 6 Edit Muskingum s parameters w Edit Muskingum s Parameters Working GeoD ataf ase Adige_GDB mdb Muskingum s Parameters Records of SchematicLink T
39. erform the two calculations above Terrain Preprocessing Terrain Morphology Watershed Processing Attribute Tools Network Tools ApUilities ee Z 3 ta k B Help To perform the data preprocessing for the automatic perimeter of Watershed you must perform the calculations indicated in the submenus of the figure below WE Rev 00 User Manual Environment and Sustainable Development Department Pag 47 51 Terrain Preprocessing Terrain Morphology Data Management Terrain Preprocessing DEM Reconditioning Build alls Flow Direction tream Definition Here are represented input output data of menu Terrain Preprocessing Data Management Raw DEM clip_dernt br AGREE Stream HydroE dge AGREE DEM AgreDEM DEM AgreeDE bl Outer wall Polygon Mull Inner Wall Feature Null Breach Line Wull waled DEM Mull Sink Polygon Mull Hydro DEM Fil Flow Direction Grid Flow Accumulation Grid Stream Grid Were Raw DEM is the original elevation grid DEM of the area AGREE Stream are the vector hydrography lines of the area AGREE DEM is output of AGREE a surface reconditioning system for Digital Elevation Models The system adjusts the surface elevation of the DEM to be consistent with a vector coverage The system has been developed by Ferdi Hellweger at the University of Texas at Austin in 1997 For a full reference to the procedure refer to the web link http www ce utexas edu prof
40. errain Morphology Watershed Processing Attribute Tools Network Tools Y ApuUtilities lt A e amp Ta 3 B io Carica Feature Classes Help Network HydroNetwork Howy Analysis v Trace Task Find Common Ancestors K A ago HydroNetwork_Junctions E MonitoringPoint lt all other values gt FType w Idrometro Invaso Meteo ScaricoDighe Yalanghe E SchematicNode SrcType confluenza foce sorgente O limiti_nazionali _ SchematicLink LinkType affluente principale E HydroEdge lt all other values gt SOTTOTIPO canalizzato fisico sotterraneo virtuale O HydroJunction E AreaUrbTrento E Waterbody E Watershed HydroCode E Adige_Avisio Wl Adige_Fersina Adige_Isarco E Adige_Noce BB Avisio GE Giustina l PESSE o e aS gt Drawing o 3 a o A v 0 Arial 10 B Z uj ar r ev 614536 93 5174500 26 Meters ae Rev 00 User Manual Environment and Sustainable Development Department Pag 18 51 In the absence of the program ArcGIS in which case the corresponding menu item is disabled is possible to view the map through ArcExplorer ArcExplorer to store map informations uses a project file called myname Axl To open directly from HaltFlood the name s map of ArcExplorer must be myname axl Name of Project _mappa axl in our case Adige_mappa axl and must
41. esa Taio To add or change a field you can select more than one but adjacent Highlight it then click the desired value from the corresponding list oe ie ap ee E S Graphic of withdrawa The mask shows the list of the intake works presented in the geodatabase and for each is possible to choose a curve sampling With the yellow button at the bottom right is possible to activate the graph of standard curves loaded into geodatabase w WITHDRAWAL CURVES DATA CHART List of stored data types Hydrol HydroCode tid Cam Data typ Presa Stramentizzo STRAMEN Tla 0 Drawing Curves Presa Taio SAN TAGIUS TINA Drawing Curves List of data for each element It s possible to select simultaneously up to sin stations keep key Ctrl pressed Hydrol Intake Dam ofdata Datatype CODEX QUANTITY Presa Stramentizzo STRAMEN T1220 ed Hourly daily withdrawal data QH_DAILY Flow Presa Stramentizzo STRAMEN Tl Hourly weekly withdrawal data OH WEEKLY Flo Presa Stramentizza STRAMENTIZz0 Daily yearly withdrawal data QD YEARLY Flow Presa Stramentizzo STRAMEN T1270 Mean monthly withdrawal data QhM_ MONTHLY Flow Presa Stramentizzo STRAMEN T1270 Mean yearly withdrawal data gY YEARLY Flow S002 QH WEEKLY 50 010100 oo 0zi 12002 04 OMT S002 0 O40 1V2002 12 O01 SO02 16 Ob 002 20 Os 12002 oo Scale Chart Min a r gt Max Translation 4S Rev 00 User Manual Environment and Sustainable Development Department Pag
42. f stations located upstream and especially downstream of the dam e Data of rainfall measures and average forecast on the sub basins of geographic area where the dam is located The Update Data function is therefore divided into two menus e Check for updates hydrometric monitoring e Control measures and forecasts updates by web Update Data Real time forecasts By WEB rain measures and Forecasts update control 4S Rev 00 User Manual Environment and Sustainable Development Department Pag 36 51 The first of two menus is not yet active and it s possible to it activate only after agreement with the operators of the monitoring network of the area where the dam 1s located The second menu is activated in the event of sample basins for which on an experimental basis the Laboratory of Meteorology RSE provides measurements of rainfall by radar and forecasts of precipitation from meteorological model The menu allows to activate the program HaltFlood WS client that connects to the web service of the RSE server and download the update of the measures and forecasts available of the calculation scheme which is associated with the current project HalfFlood WS Client Halt Flood Windows Application Prototipo Questo prodotto stato finanziato dal Fondo di Ricerca per il Sistema Elettrico nell ambito dell A ccordo di Programma tra RSE ed il Ministero dello Sviluppo Economico D G Nucleare Energie rinnovabili ed efficienza e
43. in the rainfall runoff model applied to one event in this way you can keep save the original copy stored in the project Geodatabase Rev 00 User Manual Environment and Sustainable Development Department Pag 21 51 w ENTERING WATERSHED DATA FOR THE MODEL OF FLOW Working GeoD atabase Adige Evento 200211 mdb Select the desired WaterShed Adige_Isarco Watershed Data CDEFLUSSO Runoff coefficient dimensionless SC Field capacity of soil mm SL Mas Storage capacity of the soil mm Cl Empirical coefficient depending on the speed of sub surbace runoff 1h KS Permeability at saturation mmh BETA Eagleton s formula dimensionless coefficient 1978 ALFAS Constant depletion of surface runoff 1h 4LFASUEB Constant depletion of sub surface runoff 1h QB unit Unit bazic tow rvs s krniz Te Giandott s concentration time h Te ALFAS Dimensionless product of Te for ALFAS Te ALFASUB Dimensionless product of Tc for ALFASUEB Carve 4 4 Dam options It allows to change for each of the dams included in the project the display mode of calculation form of the reservoir model select the calculation step and select if outlet works must be opened automatically when the water rises above a safety level w DAMS OPTIONS 0 Hidden mode calculation time step 7 hour Ho Emergency maneuvers 1 Form calculation is vicible time step 30 minutes Evaluating Emergency maneuy E mpty field ti
44. inflow hydrograph to the downstream node using the Muskingum method 3 IdrogrammaUnitario Unit hydrograph not yet implemented 4 InvasoLineare Linear reservoir not yet implemented The section 7 6 describes the proposed methodology for the creation of this set of data and watershed below mentioned Feature DataSet Hydrography 1 Dam incontains the data of dams NOTE In the table Dam are considered in the simulation only those dams which is assigned the value of the field JunctionID that defines the HydroJunction of the hydrographic network in which the work is located 2 MonitoringPoint it contains data from the monitoring stations in the area concerned The stations must correspond to points where instruments are or where you plan to save the results of calculation NOTE For each reservoir which you makes the simulation it is necessary to include at least two monitoring points one reservoir and one type Dam Outlet About the table MonitoringPoint you must note the meaning of some fields e HydrolID integer A unique feature identifier within a geodatabase e JunctionID it contains the number of HydroID of the HydroJunction of the HydroNetwork from which is related This enables the MonitoringPoint to connect to the attribute information of the SchematicNode that have the same value in the FeatureID field e FtypeID it contains the CodedValueDomain number of the type of Monitoring Station Coded ValueDomain are the foll
45. ing at the dam that is in correspondence to the node Types of branches SchematicLink LinkType tributary o Default TypeRouting translation calculation of the outflows from the branch like that inflows but translated in time for a number of hours identical to the value of translation associated to respective field o Optional TypeRouting Muskingum calculation of outflows from the branch with Muskingum method using parameters Musking_K Musking_X and NumSubReach contained in respective fields Optional TypeRouting Unit Hydrograph calculation of outflows from the branch with Unit Hydrograph method using data represented in table UnitH ydro SchematicLink LinkT ype principal o Optional TypeRouting translation calculation of the outflows from the branch like inflows translated in time of a numeber of hours identical to the value of translation time associated to respective field o Default TypeRouting Muskingum calculation of the outflows from the branch with Muskingum method using parameters Musking_K Musking Xe NumSubReach contained in respective fields o Optional TypeRouting Unit Hydrograph calculation of the ouflows from the branch with Unit Hydrograph method using data represented in table UnitHydro
46. lect a date from the available forecasts 23 1 172002 23 00 00 Execute Pressing the button Execute the program reads data of the network scheme from the database and the inflow hydrograph to the network itself and then calculates their propagation and sums the inflows at different nodes In case a node of this network is a reservoir it enables the calculation module for calculating the transition in it and the resulting flow downstream If in the options of the dams the user has chosen to display the calculation when the calculation of a reservoir 1s enabled the following mask will be opened for each dam w Calculates flood routing at the reservoir Choosed dam 28 SANTAGIUSTINA H General data of the choosed dam Diga di SANTA GIUSTINA Ente gestore EDISON 5 7 4 GESTIONE IDROELETTRICA Fiume HOCE Volume of the reservoir 1824 81 Mme 23 1 1 2002 23 00 00 523 90 Initial date Initial level m m s l Forecast 1 LIST OF OUTLETS IN THE OPENING SEQUENCE OUTLET 3 SPIL OUTLET 4 TAGA OUTLET 5 TAGA Reservoir flood routing plan lt DAM gt DAM SANTAGIUS TINA GEODB Name 0 document Pienel 04H altFlood go HydrolD gt Value 20 Starte DateHour2e 11 2002 15 46 00 Endz DateHour 26 11 2002 23 00 00 lt INSTRUCTION ID 1 Pro ypelD 1 Type SYUOTAM lt Stare DateHour22 11 2002 15 46 00 T argetT imet DateHour 23 11 2002 16 00 00 T angetLevel gt Leyvel 523 9 Withdrawals
47. llaro i NN 0 30 Hoce l WN 5 70 Stramentizzo MNI 8 62 Adige_Avisio WN 0 16 Adige _Fersina HN 0 03 Isarco i WN 29 14 Adige _Noce TTT ies Avisio WN 0 00 This operation also enables the lower current mask with the frame Model initially disabled Hodel f Show results f Stores results to the GDB e Choose the option Show results then press Run Model It is presented the following mask which gives the performance graph of the forecasts of rainfall and discharge in different sub basins Watershed the black vertical line indicates in this as in other similar graphics the actual start of the forecasts w Watershed s runoff Forecasts f Forecasts 1 23 C Forecast List of WaterSheds Adige_Isarco slat f C Forecast C Forecast 3 I I I I I g 21112002 O0 22712002 00 23 71 2002 00 24112002 00 25 7 12002 O0 26712002 O0 27112002 OD Init Forecasts 23 11 2002 23 00 00 _ i Previous calculated discharges E Measured Previous observed discharges E Forecast 1 E Forecast 2 E Forecast 3 e ff calculated data are incorrect is possible store them in GeoDataBase Select the option Store results to the GDB then press Run Model User Manual 4 9 Compute flow routing Environment and Sustainable Development Department WE Rev 00 Pag 30 51 Is first asked to choose the date of the forecasts for which make the network calculation w Hetwork calculation Se
48. lume volume volume volume volume volume volume volume volume volume volume volume volume volume volume volume 216 5 310000 Curva olumi A quota m s m Y volume Zl 360000 Curva volumi A quota m s m Y volume 214 0 Legge apertura scarichi livello serbatoio Y apertura o 214 5 O Legge apertura scarichi s livello serbatoio Y apertura Yo 215 10 Legge apertura scarichi A Ivello serbatoio Y apertura 216 5 z0 Legge apertura scarichi livello serbatoio Y apertura 216 20 Legge apertura scarichi livello serbatoio Y apertura 216 5 100 Legge apertura scarichi sSlivello serbatoio Y apertura 210 100 Legge apertura scarichi A Ivello serbatoio Y apertura z214 0 Legge apertura scarichi s livello serbatoio YSapertura Yo z z 209 O Curvavolum A quata im s m 2713 1 6000 Curvaolumi A quota m s m 213 2 11000 Curvaolumi X quota m s m 213 3 18000 Curvavolumi A quota im s m 213 4 24000 Curvavolumi A quota m s m 213 5 SUO00 Curvavolumi quota m s m i 213 6 S6000 Curvavolumi A quota im s m 213 7 42000 Curvavolumi A quota mi s m 213 6 46000 Curvaolumi A quota m s m 213 9 S4000 Curvavolumi A quota im s m z214 e0000 Curwawolumi A quota im s m 214 4 FOOOO Curva olumi A quota mm s m 3 3 3 3 3 3 3 3 3 3 EIA a a e fed fo fe jt mo m p r Pee Pe ee ee ee ae ae ae Pe Pe Pe Pe Pe Pe he 3 D 214 2 SUOO0 Curvaolum A q
49. maidment GISH Y DRO ferdi research agree agree html DEM is the input of Fill sinks function If a cell is surrounded by higher elevation cells the water is trapped in that cell and cannot flow The Fill Sinks function modifies the elevation value to eliminate these problems This input can be a copy of Raw DEM or as in the example above a copy of AGREE DEM WE Rev 00 User Manual Environment and Sustainable Development Department Pag 48 51 Hydro DEM is the output of Fill sinks function Flow Direction Grid is the output of the Flow Direction function The values in the cells of the flow direction grid indicate the direction of the steepest descent from that cell Flow Accumulation Grid is an output and represents for each points the dimension in cells for upstream contributing basin Stream Grid is an output and represents the difference between points considered river cells and basin cells where river cells are those that have an upstream contributing area more extensive than a typical threshold defined by the user For automatic perimeter of Watershed run submenus shown in the following figure Watershed Processing Attribute Tools Wet Data Management Watershed Processing Batch Watershed Delineation Batch Subwatershed Delineation Batch watershed Delineation For Polygons Delineate From Multiple Inlets and Outlets Drainage Area Centroid ongest Flow Path Input and output of menu Watershed Proce
50. mand cyclical daily A haour 20 water demand cyclical daily A hour 20 water demand cyclical daily hour 20 water demand cyclical daily A haour 20 water demand cyclical daily hour U water demand cyclical daily A hour 0 water demand cyclical daily A hour U water demand cyclical daily A hour 0 water demand cyclical daily A hour 0 water demand cyclical daily A hour U water demand cyclical weekly A hour 0 water demand cyclical weekly A hour 0 water demand cyclical weekly A hour U water demand cyclical weekly A hour 0 water demand cyclical weekly A hour 0 water demand cyclical weekly A hour Moa oi ScarichiDighe CurvePrelievo f Dighe 4 CodCurlnvasi f Curvel lt i Where the meaning of each field is the following Rev 00 Pag 12 51 Y Limecs V LIMcs Y Qmcs Y Limcs VY LIMcs Y Qmcs Y 0mcs Y 0mcsS Y lmcs Y Limes Y LImecs Y LIMcs Y LImecs Y LImMcs V LIMcs Y LImecs Y Limes V LIMcs Y LImecs Y Limces Y LIMcs Y limecs Y Limecs Y LIMcs FeaturelID HydroCode TbTypeID O O O O TbValX TbValY Tipo Curva HydroID code used in the Geodatabase for the current withdrawal alphanumeric code of the withdrawal data type code which could assume the following values TbTypeID 210 WaterDemand cyclical daily one day hour by hour TbTypeID 220 WaterDemand cyclical weekly one week hour by hour TbTypeID 230 WaterDemand cyclical monthly one month day by day TbTypeID 240 WaterDemand cycli
51. maticNode using the key field FeatureID 2 the field JunctionID of the watershed contains the HydroID value of arrival HydroJunction and at this point you can select the arrival SchematicNode searching where FeatureID HydroID of HydroJunction This ShematicLink will be of type LinkType 1 tributary affluente o Link with a SchematicLink the SchematicNodes of type ScsType 2 confluence or ScsType 3 outfall This ShematicLink will be of type LinkType 2 main river principale For all these operations is very useful to use the software for ArcGIS Arc Hydro Tools downloadable from the internet site of ESRI http www esri com in download area To use all the functions of the software is necessary to have for the same geographical area a digital terrain model for example is possible to use the IGM or extract the part that affects the data published by Consortium for Spatial Information CGIAR CSIT on the digital model of the world with step 90 meters produced by NASA Shuttle Radar Topographic Mission SRTM and downloadable from the website http srtm csi cgiar org Index asp Having the terrain model the hydrographic network and the software Arc Hydro Tools it is possible to do automatically using ArcGIS Automated perimetry of Watershed closed on sections of selected HydroJunction The automatic creation of Schematic Node and Schematic Link Below it is shown the toolbar and a description of the data input and output menus used to p
52. me series stored in the project Geodatabase From the graph you can select all or part of the data to copy them to another database the event Geodatabase in order to use them for the analysis The tool opens a form like that in the figure in which there are two listview and a picturebox The listview in top lists the types of data stored in the database In this listview you can select the type of data maximum two to display in the listview below The listview below lists the stations that have data types as those selected in the top listview You choose up to a maximum of six stations the graph of their data appears in the space below When you draw together the graph of rainfall and flow the precipitation is represented by the y axis pointing downwards Rev 00 User Manual Pag 16 51 Environment and Sustainable Development Department w HISTORICAL SERIES DATA CHART List of data types stored in the GeoDataBase 0171142002 1 00 00 01 11 2002 1 00 00 01 11 2002 1 00 00 01 11 2002 1 00 00 30 11 42002 23 00 00 30 11 42002 23 00 00 30 11 2002 23 00 00 30 11 2002 23 00 00 Rain O out Levels Q demand List of data for each station It is possible to select simultaneously up to six stations keep key Ctrl pressed HydrolD HydroCode Name Inti Date FialDate ofdata Datatype 01 11 2002 1 00 00 01 11 2002 1 00 00 01 11 2002 1 00 00 01 11 2002 1 00 00 01 11 2002 1 00 00 01 11 2002 1 00 00 01 11 2002 1 00 00
53. me step 20 minutes time step 15 minutes time step 10 minutes List of available options Dam s name Visualize the calculation 5 TRAMENTIA20 MOLLARD SANTA GIUSTINA To add or change a field you can select more than one but adjacent Highlight it then click the desired value from the corresponding list WE Rev 00 User Manual Pag 22 51 Environment and Sustainable Development Department Il the last column of each row you can see 1f you have selected the option to make the calculation for the dam The option is to put it in field Subroutine of the table SchematicNode the value Diga Dam If you do not want to do the calculation you can choose the value Sommaldrogrammi sum hydrographs E Attributes of SchematicNode J Shape OBJECTID Hydrol HydroCode FeaturelD SreType Subroutine _ Point 3007 Adige 1000001 sorgente sorgente i S008 lzarco 1000002 Sorgente sorgente 30093 Confluenzalzarca 5 confluenza Sommaldrogrameni 1 z 3 4 5 5 T a im 10 11 3010 3011 3012 3013 3014 3015 3016 3017 3018 Moced DigaSantasiustina Moce2 DigaMollara Confluenzahoce AMISIOT Digastramentizza Avizo confluenza A visio 1000004 ci 1000005 F 5 1000008 1 1000009 T sorgente Derivazione Sorgente Derivazione confluenza sorgente Derivazione sorgente sorqente Sommaldrogrammi SOmMalarogramni sorgente Diga sorgente 12 Confluenza Sommaldrogr
54. mplete the program can run successfully without Administrator privileges After you have obtained the Setup Package and Administrator privileges use the following steps to install the program 1 Run the Setup exe 2 Run the HaltFlood exe program 3 Create the HaltFlood ini file only during the first HaltFlood use choosing yes Si WARNING The File HalkFlood Ini does nok exist Do you want to create it ee e ices Rev 00 User Manual Environment and Sustainable Development Department Pag 4 51 4 Choosing Yes it appears the following form HALTFLOOD Ini file creation IMPORTANT NOTICE FOR A PROPER VIEW THE FOLLOWING CONFIGURATION IS RECOMMENDED Characters dimension mall gt Monitor properties Desktop area 1152 x 664 pixels gt Monitor properties Date format ddy roarne yyy 2 nternational configuration Decimal separator point gt International configuration Applications bar hidden gt Bar properties Select the folders where the executables for the following programs are Do not submit this form any more 5 Verify the screen and international properties and setup the EXCEL and ARCGIS directory paths in your disk 6 Then click Ok It is also possible to update the data from the Project menu choosing the option HaltFlood ini Haltflood No Project loaded Project Events Update Data Data Schemes Pier Open Delete WaterShed s data Muskingurm s parameters L
55. nergetica stipulato in data 29 luglio 2009 in ottemperanza del DM 19 marzo 2009 The files are in XML format and are downloaded in a special subfolder This subfolder has the name of the code scheme eg adige and it is in a subfolder named wsdati that must be present in that of HaltFlood s installation For example if the program HaltFlood exe is installed on d HaltFlood The data of adige scheme are downloaded in d Haltflood wsdati adige If the folder doesn t exist is necessary to create it before running the HaltFlood WS Client To calculate the forecasts the first task 1s downloading forecast data to your computer the second task is loading them into the GeoDataBase using the menu WE Rev 00 User Manual Environment and Sustainable Development Department Pag 37 51 Events Load monitoring and forecast Load rain measures and forecasts by WEB from a XML file Update Data Real time forecasts Select Event Clean Event s GDB Watersheds data Dams options Dams withdrawals options Muskingum s parameters Load monitoring and Forecast Load monitoring data From 4 XL File Dams maneuvers and rain Forecasts Graphic l Load rain Forecast from a XLS file Observed data Graphic Load Dams time series From a L5 file Execute rainfall runoff model Load reservoir Flood rountig plan From a L5 File Compute Flow routing Load rain measures and Forecasts by WEB From 4 LM File Flow Forecasts at Monitoring Poin
56. o D Hattflood Generali Progetto_GDB mdbWrainage wees aes File Edit View Go Tools window Help Feature Dataset Properties ma E i B BIRD EE oO el amp ER a D cte 1552 OO General r Coordinate System Tolerance Resolution Domain Location D Haliflood General Progetto_ GDB mdb Dre t Name WiGS 1984 UTM _4one 32h i ee stylesheet GEE ESRI A f ne Details xjl Projection Transverse Mercator I G Haltflood False_Easting 500000 000000 HET ArchivioDati E False Northing 0 000000 a a Pees Central Meridian 9 000000 LO ArchivioProgetti Scale_Factor 0 999600 Generali Latitude OF Origin 0 000000 FY Evento_GDB mdb Linear Unit Meter 1 000000 a Progetto _GDB mdb E Py Drai Geographic Coordinate System GCS Wigs 1984 HE ad Sena Anqular Unit Degree 0 01 7453292519943299 ka y Hydrography Prime Meridian Greenwich t0 000000000000000000 i SM Network Datum D_Wwis5_1984 EE CrossSectionPoint z Spheroid Wwas_1964 2 FE curveType Semimajor Axis 6378137 OOO000000000000000 3 PEERY Select Select a predefined coordinate system fH DerivazDighe s HydroLineEvent Import a coordinate system and a 2 and M domains From E HidroPankEvernt Import mi a fe g Feature dataset Feature EE IdroUnitaria A Scarichibighe it Create 4 new coordinate system A TanRicattte Edit the properties of the currently selected coordinate EE TabSorveglianza Madly syster i TEE TimeSeries
57. o Mezzolombardo 50038 50059 50033 Idrometro Idrometro Idrometro Discharge_obs Discharge_obs Discharge_obs 120 120 204 80 61 10 179 90 85 70 156 30 69 70 143 10 70 80 134 00 46 90 132 20 35 55 132 20 34 85 132 20 33 02 123 40 30 32 113 10 27 95 101 60 28 46 90 60 28 96 81 50 28 96 92 10 47 83 111 40 56 60 119 90 83 20 116 50 72 90 113 10 77 60 116 50 67 10 125 10 79 10 148 70 79 90 165 90 94 00 198 50 95 90 194 30 186 00 162 00 143 10 134 00 134 00 HydroCode InvasoStramentizzo InvasoStramentizzo AvisioValleStramentizzo AdigePonteAdige Trento HydrolD 3059 3059 3055 50056 FType Invaso ScaricoDighe Idrometro TipoDato Reservoir_level_ob Discharge_obs Discharge_obs DataOra TSTyp 130 120 441 02 22 00 787 00 65 80 441 02 23 00 737 00 68 70 5 11 02 0 00 787 00 62 20 5 11 02 1 00 787 00 56 10 5 11 02 2 00 767 00 53 50 5 11 02 3 00 787 00 46 60 51102 4 00 787 00 39 10 5 11 02 5 00 787 00 35 30 5 11 02 6 00 787 00 32 20 5 11 02 7 00 787 00 30 20 5 11 02 8 00 787 00 29 30 5 11 02 9 00 787 00 28 80 541 02 10 00 787 00 28 80 51102 11 00 787 00 28 80 51102 12 00 787 00 31 20 541 02 13 00 767 00 48 40 51102 14 00 787 00 66 50 5411 02 15 00 737 00 72 40 511 02 16 00 767 00 62 90 5 11 02 17 00 787 00 56 10 541 02 18 00 787 00 53 50 511 02 19 00 787 00 52 20 5411 02 20 00 787 00 52 20 541 02 21 00 5 11 02 22 00 511402 23 00 611 02 0 00 126 6 11 02 1 00 10 92 787 00 0 92 Tee 611 02 2 00 10 92 737 00 0 92 M 4 gt i Sottob
58. oad 8Y Curves For the Dams MAIUSC FZ Transfer Tab to Ewent Load historical series MAIUSC FI Historical series Graphic Transfer Visualize the place s Map HalkFlood Ini Ug Eroe Rev 00 User Manual Environment and Sustainable Development Department Pag 5 51 2 THE MENU SYSTEM The menu system contains four menus to help you use the program Each menu contains a list of related commands The four menus are Project Events Update Data Real time forecasts e the Project menu contains a list of commands for open and managing projects to update or edit the geodatabase that is the container for all the different objects that form the complete representation of the study area such watersheds dams stream etc e the Events menu contains a list of commands to run HaltFlood to study historical events e the Update Data menu allows if available to download from internet real time rainfall forecast e the Real time forecasts menu contains a list of commands to run HaltFlood for real time flood forecasting 3 THE PROJECT MENU As in the shown in the previous figure the project menu contains different menu commands 3 1 Data Schemes This command allows to input the schema code given by the Forecast Office for download the rainfall forecasts from internet In Haltflood the schema is just a unique name that uniquely identifies a geographical area divided into several sub areas If this name has been agreed with an Office that pro
59. ombo Box the contribution wanted Contributions to the flow id Scarnco Diga di Stramentizzo 1 Scarico Diga di Stramentizzo 4 Scarico Diga di Mollaro 6 Scanco Diga Santa Giustina 4 11 Graphs of forecasts at reservoirs This option opens a mask where there are two graphs both related to measured and forecast data about reservoirs The top graph shows the rainfall and flow both in and out while in the bottom graph appear the levels of the reservoir in conjunction with the maximum level of regulation and the maximum level of reservoir U Eroe Rev 00 User Manual Environment and Sustainable Development Department Pag 33 51 w Graphs of forecasts at reservoirs M BR Forecasts Reservoirs names List of the forecasts Forecasts 123 Forecast Invaso antaGiustina 4 gt 2371172002 23 00 00 4 P Forecast 2 C Forecast 3 INFLOWS AND OUTFLOWS AND DISCHARGES AT THE RESERYOIR Inlet flow Discharged flow 25 21 11 2002 0D 22112002 O 23112002 O0 21 1 2002 O0 257 12002 O0 261 12002 O00 2711 2002 O0 LEVELS AND OUTFLOWS AT THE RESERVOIR Bevation max adjustment Bewation max reservoir 2112002 0D 22112002 OO 231 12002 O0 E71 1 2002 O0 2511 2002 O00 261 12002 O00 2112002 OO Init Forecasts 23 11 2002 23 00 00 E Measured values E Forecast 1 E Forecast 2 E Forecast 3 4 12 Forecasts and historical data comparison The choice of this option opens the following mask where for
60. oria DervaAcquoria DervaAcquoria DervaAcquoria DervaAcquaria DervaAcquoria DervwaAcquoria DervaAcquaria DervwaAcquoria DervaAcquoria DervaAcquaria DervaAcquoria DervwaAcquoria DervaAcquaria DervaAcquoria DervaAcquoria DervaAcquaria DervaAcquoria DervwaAcquoria DervaAcquaria DervaAcquoria DervaAcquoria e EA e mo 13 14 16 16 r Eel Eo o Eu Ea 23 24 Ea Ea Ea 25 Ea 0 s00001 00001 s0001 s00001 00001 s0001 s00001 00001 SOOO 1 SUUU0 1 S000 1 00001 s0000 00001 00001 s0000 s00001 00001 s00001 s s00001 00001 s00001 s00001 s00001 s0000 s s00001 00001 s00001 s00001 00001 l 210 210 210 210 210 210 210 210 210 210 210 210 210 210 210 210 210 210 210 210 210 210 210 210 2A 220 220 220 22 220 Wie Environment and Sustainable Development Department OO m4 00 0 Be a TipoCurva 0 water demand cyclical daily A hour 0 water demand cyclical daily A hour 0 water demand cyclical daily A hour 0 water demand cyclical daily A hour 0 water demand cyclical daily A hour 0 water demand cyclical daily A hour 20 water demand cyclical daily hour 20 water demand cyclical daily A hour 20 water demand cyclical daily A hour 20 water demand cyclical daily hour 20 water demand cyclical daily hour 20 water demand cyclical daily A haour 20 water demand cyclical daily A hour 20 water demand cyclical daily hour 20 water de
61. ortant e HydroID identification code of station or of sub basin that must correspond to that presented in Geodatabase respectively in column HydroID of the table MonitoringPoint column HydroID of the table Watershed e TSType identification code of data type that must match to the field TSTyeID of the table TST ype 4S Rev 00 User Manual Environment and Sustainable Development Department Pag 45 5 1 In subsequent lines ie from the sixth row are shown in the first column the date and hours and in the following columns relative hourly data correspond to the variables of respective header lines 7 6 Methodology for determining the hydro network and the schematic network The Arc Hydro data model provides a basic database design for water resources which describes geospatial and temporal data on surface water resource features of the landscape The standard ArcGIS Hydro data model describes only natural water systems and does not support constructed water infrastructure therefore the data model has been integrated by adding additional tables and fields to meet the needs of HaltFlood One of the most important components Hydro Data model is the Network This component contains a water resources network of streams rivers and the centerlines of water bodies Its main purpose is to describe the connectivity of water movement through the landscape The Network is contained in the Network feature dataset of Geodatabase In this Feature
62. ow Streamgage Reservoir Dam Outlet Rain Gauge Snow gauge Weather station Avalanche safety Other I CONN NM B WN 4S Rev 00 User Manual Environment and Sustainable Development Department Pag 43 51 Feature DataSet Drainage 1 Watershed feature class which contains a landscape subdivision into selected drainage areas which drain to a point on a river network It also contains the calibrated parameters of rainfall runoff Bucket model About the table Watershed you must note the meaning of some fields e HydrolID integer A unique feature identifier within a geodatabase e JunctionID it contains the number of HydroID of the HydroJunction of the HydroNetwork from which is related This enables the Watershed to connect to the attribute information of the SchematicNode that have the same value in the FeatureID field 7 5 Upload initial alphanumeric data Alphanumeric data I dati alfanumerici can be divided into Configuration data Time series 7 5 1 Configuration data Fields of Watershed feature class Campi dei watershed containing the calibration parameters of Bucket model these fields must be fill in there is an automatic calibration tool that allow to evaluate parameters from historical data The tool for automatic calibration uses the geodatabase of historical events Dam s data 1 Fields of Dam table as an example the field values of QuotaMaxRegolaz QuotaMaxInvaso are used to show reference levels in th
63. r is created a folder called NomeProgetto_Evento_Previsioni within which the tool copy from the folder Generali a template Geodatabase to store real time data In this GeoDatabase all the needed data are copied from the GeoDatabase project 3 13 Visualize basin model map It allows to view the site map There are different opportunities to display as shown by the menu items Visualize basin model map with Arcas with ArcExplorer with Quantum GIS Haltflood Ini So it s possible to open ArcGIS project on the current project or display by ArcExplorer o Quantum GIS Please note that only with ArcGIS it s possible to display data contained in GeoDatabase and actually used by the program HaltFlood ArcExplorer and Quantum GIS can display a copy of data of GeoDatabase previously exported as shapefiles through ArcGIS Should be aware that HaltFlood uses the data in the Geodatabase If you change the geographic data in the Geodatabase shape files are no longer update on this may necessitate the re export to shape files the features of the Geodatabase to see the update with ArcExplorer and Quantum GIS Below there is an example of displaying the map with ArcGIS Adige GDB mxd ArcMap Arcinfo File Edit View Insert Selection Tools Window Help Ose 8 BX a 70328 TZ a QQuURM Ses Sckoaums SF 3D Analyst Layer hillshade x Bxw 5 amp E l Spatial Analyst Layer hilshade z ih Terrain Preprocessing T
64. represent such features as streams rivers canals and pipelines that can be represented by a single line on a map HydroJunction are the locations at which Hydro Edge intersect each other SchematicNode the SchematicNode Point feature class contains the points in a Schematic Network which may represent any feature within an Arc Hydro geodatabase Typical types of SchematicNodes are drainage area centroids drainage area outlets and stream confluences SchematicLink are Polyline feature class that provide a connection between the upstream noto to downstream node Typically they represent a stream or a channel l 2 3 About the table Schematic Node is listed below the meaning of some fields e HydrolID integer A unique feature identifier within a geodatabase e FeatureID it contains the number of HydroID of the HydroFeature from which the node was created This enables the SchematicNode to connect to the attribute information of the feature it describes Typical feature connected to the SchematicNode are Watersheds and HydroJunctions e SrcType it contains the CodedValueDomain number of the type of node Coded ValueDomain are the follow OANNNBWN Sorgente Confluenza Foce Derivazione Centrale idroelettrica Utenza Irrigua Utenza Industriale Utenza Idropotabile Source Confluence Outfall Water withdrawal Hydroelectric power plant Irrigation user Industrial user Drinking water user e
65. s function is planned to use HaltFlood in real time It is a function similar to that of the events menu with the only difference that it uses the forecast event contained in geodatabase Event Name Progetto_Evento_Prevision1 Compared to the function event in this case is choosed Load rain measures and forecasts by WEB that automatically loads the latest forecasts available In this case there isn t commands menu for comparing the forecasts with historical data this option is only available after the event has happened If you want to study historical events you should load the observed data into an event Geodatabase and use the Events menu 4S Rev 00 User Manual Environment and Sustainable Development Department Pag 39 51 7 APPENDIX A GETTING STARTED ON A NEW PROJECT This appendix describes how to create with ESRI ArcGIS the geographic data for a new HaltFlood project and store them in a Personal Geodatabase 7 1 Creating an empty project geodabase To store a project in you computer you need an empty Personal Geodatabase in then project directory this is done automatically with the command menu New after you have insert the name of new project The command makes a copy of the template Geodatabase after that it renames the copy as the name of the project GeoDataBase The project geodatabase data model is derived from the standard ArcGIS Hydro Data Model http www crwr utexas edu giswr hydro index html which have been
66. ssing are represented below WE Rev 00 User Manual Environment and Sustainable Development Department Pag 49 51 f Data Management Raw DEM cipdent Flow Direction Grid Fair Flow Accumulation Grid Fac Stream Grid Str Catchment Mull Drainage Line Hull Adjoint Catchment Hull Longest Flow Path Catchment Mull Longest Flow Path Adjaint Catchment Mull Batch Point BatchPoint Watershed Point Hydrodunction Watershed Nabe Subwatershed Point SubwatershedPoint Subwatershed Subwatershed Batch Polygon Mull Point Source Mull Drainage Area Subwatershed Centroid Mull Longest Flow Path LongestFlowPath Where Raw DEM Flow Direction Grid Flow Accumulation Grid e Stream Grid are the result of elaborations shown above Batch Point are input and are points to set in Stream Grid immediately upstream of watershed Point using the tool Batch Point Generation Watershed Point are input and particulary HydroJunction chosen like closing sections of interest SubWatershed Point are output and are the closing points in the centre of Stream Grid cells more nearest to Batch Points SubWatershed are output and are sub basins closed to Batch Points They can be used like watershed of our project LongestFlowPath is an output of function Longest Flow Path and represents the drainage path longer than each drainage area it s important for the time of concentration of watershed In the figures below are descrive the
67. ts Flow and water surface Forecasts at Reservoirs Forecast f historical data comparison graph In the figure below is possible to choose if upload past measures this option is recommended in real time analysis to always have the latest update however if analysis of historical events whose measurement data are already in the geodatabase is possible to omit loading them to speed up processing When you make a new loading data is recommended to overwrite any old data in the geodatabase w Forecast Loading XML format i Load past rain measures iw Overnarite existing data Load data in the GDE Ls Rev 00 User Manual Environment and Sustainable Development Department Pag 38 51 Select a File Choose the file for loading into project s GDB Directory File name D 4Haltflood wedatitadige AdS Adige _2002 11 23 xml QD FidS_Adige_2002 11 11 xml yHaltflood AdS_Adige_2002 11 12 4m EJ scat FidS_Adige_2002 11 13 xml AidS_Adige_2002 11 14 xml RidS_Adige_2002 11 15 xm FidS_Adige_2002 11 16 xml RidS_Adige 2002 11 17 xml RidS_Adige 2002 11 18 xml FidS_Adige_2002 11 19 xml RidS_Adige 2002 11 20 xml RidS_Adige_2002 11 21 xml Rd Adige 2002 11 22 xml Ads Adige 2002 11 23 xml File type File SML sml Exit In the picture above for example is loaded a forecast in adige scheme on November 23 2002 The name of the xml file estimates forecast date 6 THE REAL TIME FORECASTS MENU Thi
68. uota m s m a oo 214 3 SOO00 Curva olumi A quota im s m 214 4 100000 Curvavolumi A quota m s m 3 D 214 5 110000 Curvavolumi s quota m m 3 5 215 160000 Curva olumi A quota m s m az o 15 215 5 210000 Curva olumi quota m s m 3 pe eee ier Po ies nee lige ge pe elie oe e feel ee tae oO Ae ae ea ee e a a a a a a a a i a 3 wee M4 ob bf ScarichiDighe CurvePrelievo Dighe Codcurinvasi Curvelnvasi lt ft Where the meaning of each field is the following FeaturelID HydroCode TbTypelID TbValX TbValY Tipo Curva HydroID code used in the Geodatabase for the dam or the outlet work In the Geodatabase each feature has a unique identification code called HydroID to load data for a certain feature you should indicate their HyodroID The HydroID is assigned at the time of creation of feature alphanumeric code of the dam or of the outlet work data type code 1 volume curve 8 rule of the opening percentage in function of the water level X abscissa value height for data type 1 water level for data type 8 Y ordinate value volume in cubic meters for type 1 percentage of the opening for type 8 optional description User Manual WithdrawalCurves CurvePrelievo Se aS aa Featurell HydroCode ea DervaAcquoria DervaAcquoria DervaAcquoria DervaAcquoria DervaAcquoria DervaAcquoria DervaAcquoria DervaAcquoria DervaAcqu
69. vides weather forecasts then the office can provide the average precipitation expected in the same sub areas used by Halttlood In you don t have the code you must insert one of your choice but you cannot download the forecasts from internet and you must enter the forecasts data manually w Data entry WaterSheds scheme s codes Existing codes Description adige Adige a Trento suddivisione in 10 sottobacini aniene Anene a Tivol suddiv in 1 sottobacino anene Aniene a Lunghezza suddivisione in 2 sattobacini giustina Noce a Santa Giustina schema 1 sottobacina Nicodemo Sinni 4 Massena Hicodemo schema 1 sottobacino Hew schemes entering Piave Piave River to the town of Bellurig Save To create a new project using the next command menu you need perforce an existing scheme code to link to the project If the scheme list is empty it is impossible to create a new project 3 2 New This command menu allows creating a new project To create a new project you choose New After this command is selected the Create a New Project window will open were you can input the name of new project WE Rev 00 User Manual Environment and Sustainable Development Department Pag 6 51 HaltF lood Enter the name of the new project Annulla Pressing the OK button it will open the Select scheme windows to select the scheme to link the project Select a scheme code from the following Piave Piave River to the town of Belluno
70. w e TSTypeID 120 hourly observed discharges e TSTypeID 130 hourly observed levels e TSTypeID 200 observed water demand e TSTypeID 300 hourly level demand e TSTypeID 400 hourly opening percentage discharges demand The function Load reservoir flood rountig plan from a XLS file is designed for loading data of reservoir flood rountig plan prescribed by control authority for the e Dam The following types of routing plans PrTypeID EMPTYING Emptying the reservoir up to a given level in a given time and with a flow rate limit 2 CLOSING Closing outlets 3 FILLTOLEVEL Fill the reservoir up to a given level SOE e o CE a given level until you reach a given level 6 AUTOMATIC Ug Eroe Rev 00 User Manual Environment and Sustainable Development Department Pag 27 51 The function Load rain measures and forecasts by WEB from a XML file allows to load in GeoDataBase observed data of rainfall and forecasts on various sub basins acquired from Internet in the form of XML files 4 8 Execute rainfall runoff forecasting model The tool allows you to run the rainfall runoff model If the study area was divided into several sub watershed the model runs for each sub watershed At the end the tool store the results in the GeoDatabase of the current event Is first presented with the following mask w Rainfall runoff forecasting model Type of simulation f Run using input rain forecasts f Run

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