Annex 2 Step-by-step Guideline For MIKE 11-RR (NAM) Model

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Annex 2Step-by-step GuidelineforMIKE 11-RR (NAM) ModelBiala River basin (EABD)Pirinska Bistritsa River basin (WABD)JICA Study Team1

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1. Biala River Basin62800HMSCatchment mentCatchment/Available information for modelFrom Core Data of GIS-DB-Digital elevation model (50m grid)-RiverNetwork and Catchment boundaryFrom Analysis Data of GIS-DB-Monthly Potential Evapo-Transpiration (1km grid)From TimeSeries Data of GIS-DB-Daily average water quantity at HMS 62800 (2000 – 2005)-Daily precipitation at precipitation sts. at 43450, 44410, 44420 (2000 –2005)-Daily average temperature at Meteorological st. at 43010 (Haskovo) (20002005)/Model settingTotal catchment Area: 598.77 km2Number of catchment for Rainfall-Runoff model (NAM Catchment): 1Number of river for MIKE11-HD: 1 (for next exercise)In this exercise, effect of water abstraction and waste water discharge is neglected.Therefore, it is regarded that daily average water quantity at 62800 is almost equal toquasi-natural water quantity.3

(1) Input data1) Average PrecipitatonThiessen PolygonPrecipitation St.HMSCatchment 41044420Average precipitation over a catchment is estimated by the following equation.Pave Celc Pave 0[(C ele exp 0.0003 E ave - E ave P)]Pave0 㺌C pn PnEave p 㺌C pn Enwhere Pave average precipitation (mm), Pave0 average precipitation beforecorrection for elevation difference (mm), Cele correction coefficient forelevation difference between average elevation of catchment and one forprecipitation sts. (-), Eave average elevation of catchment (m), Eave p averageelevation of precipitation stations (m), Pn precipitation at station “n” (mm), Cpn Thiessen coefficient for station “n” (-), En elevation at station “n” (m).Average elevation of catchment is derived from digital elevation model.4

Thiessen coefficients for each precipitation station are calculated as follows.Total catchment of Biala River Basin (NAM Catchment:BI M)Average elevation ofcatchment (m)Eave418Station No.434504441044420Average elevation ofPrecipitation sts.Eave P0.0600.6430.296N/A240100450212Thiessen CoefficientCpnElevation (m)EnCorrection coefficient forelevation difference (m)CeleCatchment Area2(km )598.771.064Watershed for HMS62800Average elevation ofcatchment (m)Eave452Station No.434504441044420Average in catchmentEave P0.0710.5790.350N/A240100450233Thiessen CoefficientCpnElevation (m)EnCorrection coefficient forelevation difference (m)CeleCatchmentArea (km2)506.711.0682) Average Potential Evapo-TranspirationAverage potential evapo-transpiration for a catchment is derived from 1km gridmonthly evapo-transpiration.3) Daily Average TemperatureDaily average temperature at Meteorological st. at 43010 (Haskovo) is directlyused for simulation.Elevation of Meteorological St. (m)at 430102305

4) Elevation oz ne distributionCatchment area is divided into several elevation zones for snow module inNAM model.Based on digital elevation model, area for each elevation zonewithin total catchment area is calculated as follows.Total Catchment of Biala River Basin (NAM Catchment:BI M)Elevation Zone(m)RepresentativeElevation (m)2Area (km )Elevation Zone(m)RepresentativeElevation (m)2Area (km )0 – 200200 - 400400 -600600 - 800800 2300250027000.000.000.000.000.000.000.000 – 200200 - 400400 -600600 - 800800 1000100012001200140010030050070090011001300Area (km )21.57183.45204.7677.2813.326.260.08Elevation Zone(m)RepresentativeElevation (m)2Area (km 00.000.000.00Watershed for HMS62800Elevation Zone(m)RepresentativeElevation (m)25) Precipitation correction for each elevation oz neCatchment area is divided into several elevation zones for snow module inNAM model.Amount of precipitation for each elevation zone is correctedbased on the following equation.Ri 100{exp[0.0003(E i - E ave )] 1}where Ri Correction ratio (%), Ei average elevation of each elevation zone(m), Eave average elevation of catchment (m),.Correction ratio for each elevation zone is calculated as follows.6

Total Catchment of Biala River Basin (NAM Catchment:BI M)Elevation Zone(m)RepresentativeElevation (m)0 – 200200 - 400400 -600600 - 800800 1000100012001200140010030050070090011001300Ri (%)-9.09-3.472.508.8315.5622.7130.30Elevation Zone(m)RepresentativeElevation 0260028001500170019002100230025002700Ri (%)38.3546.9155.9965.6475.8886.7698.310 – 200200 - 400400 -600600 - 800800 1000100012001200140010030050070090011001300Ri (%)-10.02-4.461.457.7214.3921.4628.97Elevation Zone(m)RepresentativeElevation 0260028001500170019002100230025002700Ri (%)36.9445.4154.4063.9574.0984.8596.29Watershed for HMS62800Elevation Zone(m)RepresentativeElevation (m)6) Input file nameDailyPrecipitationMonthly PETDailyAveTemperatureDailyAveWaterQuantityfor calibrationElevation zonePrecipitation correctionratio for each elevationzoneTotal catchment of Biala RiverBasin (NAM Catchment: BI M)DailyPrecipitation Biala.dfs0MonthlyPET Biala.dfs0DailyAveTemperature.dfs0N/AWatershed for HMS62800NAM Parameters Training.xlsNAM Parameters Training.xlsNAM Parameters Training.xlsNAM Parameters Training.xls7DailyPrecipitation 62800.dfs0MonthlyPET e 62800.dfs0

2. Pirinska Bistritsa River Basin51590HMSCatchment mentCatchment/Available information for modelFrom Core Data of GIS-DB-Digital elevation model (50m grid)-RiverNetwork and Catchment boundaryFrom Analysis Data of GIS-DB-Monthly Potential Evapo-Transpiration (1km grid)From TimeSeries Data of GIS-DB-Daily average water quantity at HMS 51590 (2000 – 2005)-Daily precipitation at precipitation sts. at 61600, 61610, 61640, 61660,61670 (2000 – 2005)-Daily average temperature at Meteorological st. at 15712 (Sandanski)(2000- 2005)/Model settingTotal catchment Area: 508.29 km2Number of catchment for Rainfall-Runoff model (NAM Catchment): 1Number of river for MIKE11-HD: 1 (for next exercise)In this exercise, effect of water abstraction and waste water discharge exceptintake by Pirinska Bistritsa-HPP is neglected. Observed data at HMS51590 isstrongly affected by HPP.Based on monthly used water amount by PirinskaBistritsa HPP, quasi-natural flow at HMS 51590 is estimated (2001-2004 only).8

(2) Input data1) Average PrecipitatonThiessen PolygonPrecipitation St.HMSCatchment 590616006161061640Average precipitation over a catchment is estimated by the following equation.Pave Celc Pave 0[(C ele exp 0.0003 E ave - E ave P)]Pave0 㺌C pn PnEave p 㺌C pn Enwhere Pave average precipitation (mm), Pave0 average precipitation beforecorrection for elevation difference (mm), Cele correction coefficient forelevation difference between average elevation of catchment and one forprecipitation sts. (-), Eave average elevation of catchment (m), Eave p averageelevation of precipitation stations (m), Pn precipitation at station “n” (mm), Cpn Thiessen coefficient for station “n” (-), En elevation at station “n” (m).Average elevation of catchment is derived from digital elevation model.9

Thiessen coefficients for each precipitation station are calculated as follows.Total catchment of Pirinska Bistritsa River Basin (NAM Catchment:ST PIR)Average elevation ofcatchment (m)EaveStation No.Thiessen CoefficientCpnElevation (m)EnCorrection coefficient forelevation difference (m)Cele1015Catchment2Area (km )508.296160061610616406166061670Average elevation ofPrecipitation sts.Eave 26Watershed for HMS51590Average elevation ofcatchment (m)EaveStation No.Thiessen CoefficientCpnElevation (m)EnCorrection coefficient forelevation difference (m)Cele1507CatchmentArea (km2)133.716160061610616406166061670Average elevation ofPrecipitation sts.Eave 32) Average Potential Evapo-TranspirationAverage potential evapo-transpiration for a catchment is derived from 1km gridmonthly evapo-transpiration.3) Daily Average TemperatureDaily average temperature at Meteorological st. at 15712 (Sandanski) isdirectly used for simulation.Elevation of Meteorological St. (m)at 1571220610

4) Elevation oz ne distributionCatchment area is divided into several elevation zones for snow module inNAM model.Based on digital elevation model, area for each elevation zonewithin total catchment area is calculated as follows.Total Catchment of Pirinska Bistritsa River Basin (NAM Catchment:ST PIR)Elevation Zone(m)RepresentativeElevation (m)20 – 200200 - 400400 -600600 - 800800 1000100012001200140010030050070090011001300Area (km )18.3962.0970.9651.3558.0952.2060.76Elevation Zone(m)RepresentativeElevation 0260028001500170019002100230025002700Area (km2)51.6534.1020.0911.4110.107.100.000 – 200200 - 400400 -600600 - 800800 ed for HMS51590Elevation Zone(m)RepresentativeElevation (m)2Area (km )0.000.183.227.9810.9214.6222.06Elevation Zone(m)RepresentativeElevation 568.3410.097.100.002Area (km )5) Precipitation correction for each elevation oz neCatchment area is divided into several elevation zones for snow module inNAM model.Amount of precipitation for each elevation zone is correctedbased on the following equation.Ri 100{exp[0.0003(E i - E ave )] 1}where Ri Correction ratio (%), Ei average elevation of each elevation zone(m), Eave average elevation of catchment (m),.Correction ratio for each elevation zone is calculated as follows.11

Total Catchment of Pirinska Bistritsa River Basin (NAM Catchment:ST PIR)Elevation Zone(m)RepresentativeElevation (m)0 – 200200 - 400400 -600600 - 800800 1000100012001200140010030050070090011001300Ri (%)-24.02-19.32-14.33-9.03-3.402.578.91Elevation Zone(m)RepresentativeElevation 0260028001500170019002100230025002700Ri (%)15.6522.8030.3938.4547.0156.1165.760 – 200200 - 400400 -600600 - 800800 1000100012001200140010030050070090011001300Ri ion Zone(m)RepresentativeElevation 0260028001500170019002100230025002700Ri (%)-0.215.9612.5119.4726.8634.7043.03Watershed for HMS51590Elevation Zone(m)RepresentativeElevation (m)6) Input file nameDailyPrecipitationMonthly PETDailyAveTemperatureDailyAveWaterQuantityfor calibrationArea for each elevationzonePrecipitation correctionratio for each elevationzoneTotal catchment of PirinskaBistritsa River Basin(NAM Catchment: ST PIR)DailyPrecipitation PirinskaB.dfs0MonthlyPET PirinskaB.dfs0DailyAveTemperature.dfs0N/AWatershed for HMS51590DailyPrecipitation 51590.dfs0MonthlyPET e 51590 cal.dfs0NAM Parameters Training.xlsNAM Parameters Training.xlsNAM Parameters Training.xlsNAM Parameters Training.xls12

3. Model set-upHere, example for Biala River Basin is shown. Set-up procedure for PirinskaBistritsa River Basin is principally same.13

Copythefolder”MIKE11 Training”from CD, which includes trainingmaterial,toharddiskinyourcomputer.Start MIKE11 from “start menu”.Now, MIKE11 with MIKE ZEROplatform started.14

Setting Option in MIKEeZroSelect File - Options - UserSettingSet Default Project Folder, (ifnecessary).Check “Enable Dynamic Showall”.(Important!)Click “OK”.Restart MIKE11Making a new projectFile - New - Project fromFolders15

Dialog “New Project from Folder”appears.Browse the folder”MIKE11 Training”which was copied to the hard disk inyour computer.Enter Project Name.Then, click “Next (N)”.Make sure all are checked in checkboxes.Then click “complete”.16

New project opened.Once a new project is set, from nexttime, you can open the project byclicking Name of project shown in“Open an Existing Project”.Right click “MIKE11 Traing” folder.Click “Show all”.(Important!)Without doing this, newly added filesin the project are not visible.17

Setting-uprainfall-runoffmodel for calibrationIn Project Explorer, place cursor on“Biala Cal”, then right click.Select “Add Folder”.Dialog “New Folder” appears.Input folder name. Then, click “OK”.Newfolder“Biala Cal”is“62800”nowinunderProjectExplorer.18

In Project Explorer, place cursor on“62800”, then right click.Select “Add New File”.Dialog “New Folder” appears.SelectMIKE11 - RR Parameters(RR11)Then. Click “OK”19

Dialog “RRPar1” appears.Click ”Insert catctment”Set the name for “Catchment name”Select “NAM” from Rainfall runoffmodel.Set the value for “ Catchment area”.Then, click “OK”.Now, a catchment is set.You can see the inserted catchmentin “Catchment Overview”.20

Check “Calibration plot”.By checking this, you“calibrationplot”,whichcan getshowsobserved and simulated hydrographtogether,whenyouconductasimulation run.Select” NAM” tab.You can see that default parametersarealreadysetin“Surface-Rootzone” tab.Keep default values.(Later, auto-calibration will be done.)Select” GroundWater” tab.Check “Lower baseflow .”.Set the value for “Cqlow”, “Cklow”.Note:There is an option not to use“LowerGroundWatercomponent”.However, the study results show thattoinclude“LowerGroundWatercomponent” gives better results forrecession process.21

Select” SnowMelt” tab.Check “Include snow melt”.Set values for “Csnow”,”T0”.Check “Delineation of catchment intoelevation zone”.Click “Edit Zones”.Dialog “Elevation Zones” appears.Set values ”Number of elevationzone”,Referencelevelfortemperature station”Click “OK”.22

Form folder for training material,open ./003 XLS/NAM Paramaters Training.xls”.Activatesheet“ElevationZone Adjusted”/Copy elevation zone.Open again dialog “Elevation Zones”.Click “elevation”. Then, paste thecopied from.xls file.Repeat same procedure for “Area”,“Correction of precipitation”.23

Set values for “Min storage for fullcoverage” to 100 (default value) forall elevation zones.Set values for “Max storage inzone” to 10000 (default value) for allelevation zones.Set values for “Maximum waterretained inaphicalAreaCoordinates” appears.Change Min coords and Max coordsfor x and y to be appropriate ones.Then, click”OK”.Now, area of editing is reset.SelectLayers - Add/Remove.15

Dialog “Layers” appears.Clickbutton.New line appears.Select “Shape File” from File typefield.Then, Click “ ”.16

Dialog “Selection File” appears.Select”/SHP MIKE11 Biala/RiverNetworkMIKE11 Biala.shp”Click “OK”.In Dialog “Layers”,Click “OK”.Now,shapefileofRiverNetworkMIKE11 Bialaisinserted to network editor.17

Remarks on .shp fileFor auto-conversion of .shp file toMIEK11 river branch, direction ofdigitizing must be opposite fromDirection of flowdirection of flow.This is because it is determinedthatchainagedownstream endstartspoint infromthepresent study.Please also remind that one objectDirection of digitizingwill be one river branch by usingauto-conversion.SelectNetwork - Generate Branch from shape files.Dialog “Generate Branch fromshape files” appears.Select“Generatepointsandbranch”.18

Select in Shape file field“RiverNetworkMIKE11 Biala.shp”Select in River name attribute field“ShortName”(Branch name will be automaticallyassigned).Select in Topo ID attribute field“(Auto generated)”Then, click “OK”.Now, you can see MIKE11 rivernetwork branch and points.Zoom in to downstream end pointusing “zoom in tool”.19

Placecursoronthepointatdownstream end, and then rightclick.Dialog appears.Select “Point Properties ”, andclick it.You can see the coordinate of thepoint and chainage.Please make sure thatChainage type is “ System Defined”,Chainage is “0”.Then, click “OK”.20

Note:In this exercise, branch is only one.However, if there are more thantwobranches,youcanautomatically connect branches byselecting “Network - Auto ConnectBranches”.SelectView - Tabular ViewDialog “Biala.nwk11” appears.Select “Network”.Click “ ”.21

Place cursor on “Branch”, thenclick.Now, you can see “Definition”.Set values as follows.Topo ID :ExistingFlow direction : NegativeMaximum dx : 2000Branch Type : RegularThen, close the dialog.Save the .nwk11 file and close it.22

Preparation of files for HD simulationIn Project explorer, place cursor onfolder “Biala”, and then, right click.Select “Add New File ”.SelectMIKE11 - Cross Sections(.xns11)Click” OK”.Afterdialogfor“cross-sectioneditor” appears, click “save” button.Set filename, and click “OK”.23

Repeat same procedures for.bnd11 file.hd11 file.sim11 fileYou should have the following files.bnd11.hd11.nwk11.RR11.sim11.xns11Open “Biala.sim11” by double click.Dialog “simulation editor” appears.Select “Model” tab.Check only ”Hydrodynamics”.24

Select “Input” tab.Set Network fileSet Cross-sections fileSte Boundary fileSet HD fileClick, “Edit” on HD Parameters.Then, editor for HD parametersappears.Select tab” Wave on as “Higher OrderFully Dynamic”.25

Select tab” Bed Resist”.SetresistanceFormulaas“Manning (M)”.Set Global values for ResistanceNumber as “25”.Then, save the .hd11 file26

Set Cross-section file for Biala river basin(for Pirinska Bistritsa River, please see after p.31)Click, “Edit” on Network.Then, network editor appears.Zoom in to downstream end pointusing “zoom in tool”.Place cursor on the point atdownstream end, and then rightclick.Dialog appears.SelectInsert- Network- CrossSections27

Crosse-section editor appears.Open “/003 XLS/CS Biala.xls”Select sheet ”0”You can see cross-section data atchainage “0”.Copy the cross-section data.28

Highlight “x” & “z” columns.Then, paste the copied from .xlsfile.Now,thecross-secdataareinserted.Click brated.Try several options by changing therangeofmodelparameters,calibration parameters.Some parameters may be fixed.Someotherparametersareautomatically calibrated.36

Reference:Parameters and those ranges for calibration for HMS62800 (Parameters are not yet finalized.)Parameters and those ranges for calibration for HMS5159037

5. Run the model with calibrated parametersModel set-up procedure for total catchment area is same as one for calibration.In this exercise, model set-up for Biala River Basin and Pirinska Bistritsa River Basin have beenprepared.For Biala river basin:001 Biala/Biala/Bi ala RRonly.sim11For Pirinska Bistritsa River Basin:002 PriniskaBistritsa/PiriniskaBistritsa/PirinskaB RRonly.sim11Open those set-up files, and enter the calibrated parameters. Run the model, then see theresults with MIKE View.38

6. Change of Input fileExercise:Let’s see what happen if precipitation amount increases 10%.In this case, you may need to change input file for precipitation. This can be done in TemporalAnalysts for ArcGIS. However, in this exercise, method to use Excel is introduced.39

Open project ”MIKE11 Training”InProjectExplorer,browse/MIKE11 Training/InputTimesereies/DailyPrecipitation Biala.dfs0Right click.Select “ Copy”40

“copy DailyPrecipitation Biala.dfs0”appears in Project Explorer.Right click it, and select “Rename”.Change the name of the file”“DailyPrecipitation Biala plus10per.dfs0”Double click it.Timeseries data appears.41

Select columns with time andvalue.Copytheselectedpartby“CTRL C”.Open MS-Excel.Paste the copied parts to excelsheet.42

Insert equationCopy and paste to the end of lineCopy column C43

In MIKE Zero, highlight the columnwhich will be changed.The, paste the copied from Excel.Save the file.Close the .dfs0 file.Open Biala RRonly.sim1144

After simulation editor appears,select “Input” tab and click ”edit” forinput file.Then,editorfor“Biala.RR11”appears.Select “Timeseries” tab.Click “Browse” for Rainfall.After dialog “DFS file & itemselection” appears, browse thenewly prepared .dfs0 file.Select it and click “OK”.45

Save “Biala RRonly.rr11”Select “results” tab.Click “ ”.Change “results file name”.Click “SAVE”.46

Save “Biala RRonly.sim11”Select “Start” tab.Click “Start”.You will get new result.Note: if you can not see the result,please right click of the folder andselect “show all”.47

In MIKE View, you can compare theresults.End of Exercise48

Homework- Trial assessment on effect of global warming on run-offIt is said that global warming will bring about increase of average temperatureand change of precipitation amount.Change of precipitation amount would directly affect to run-off lterInPotentialEvapo-Transpiration and snow melting process.In this exercise, we change the precipitation amount, temperature by severalscenarios.Then, we investigate how such change could alter the run-offamount, using the mode set-up in the training course.ScenariosPrecipitationTemperatureNo change 10%-10%No changeCase 0-- 3 degreeCase 1Case 2Case 3Note: Case 0 is existing condition.Same temporal patterns of precipitation and temperature as 2001-2005 are used.However, average values are changed according to the above scenarios.PET when temperature increases with 3 degree is prepared.For Biala River Basin:MonthlyPET Biala p3.dfs0For Pirinska Bistritsa River basin:MonthlyPET PirinskaB p3.dfs0Changed temperature is also prepared.DailyAveTemperature p3.dfs0Please change precipitation amount and try to simulate with the above scenariosby changing input files.Compare the results and discuss the effects of increase of temperature andchange of precipitation.49

50

Annex 3Step-by-step GuidelineforMIKE 11 HD modelBiala Riveevationofcopiedcross-section data) 108.61 (m)Innetworkeditor,zoomintoupstream end of MIKE11 rivernetwork.38

Place cursor on the point atupstream end, and then right click.Crosse-sectioneditorappearsagain.You can see new cross-section isinserted at chainage 14615.81.Repeat same as chainage “0”.(insert cross-sec data and so on)Youwillseethemarkforcross-section in network editor.39

Setting .bnd11 fileIn network editor, zoom in todownstream end point using “zoomin tool”.Place cursor on the point atdownstream end, and then rightclick.After dialog appears,SelectInsert- Boundary- HydroDynamicBoundary editor appears.SetBoundaryDescriptionas“Open”.Set Boundary Type as “Q-h”.Make sure “Include HD calculation”is checked.40

Highlight h –Q columns.Tools - Auto calculation of Q/hTableSelect Manning formulaSet values for slope and Manning’sM.41

h-Qrelationisautomaticallycalculated.Highlight line 1, then press “Insert”button in your key board.New line is inserted.Insert “0.001” at Q column, line 2.Select line 11, then press “Tab”button in your key board.You will get new line 12.Insert“100”(bignumber)athcolumn.Insert “10000”(big number) at Qcolumn”.These are for preventing stoppingsimulationcausedbyinitialinstability.42

In network editor, zoom in toupstream end point using “zoom intool”.Place cursor on the point atupstream end, and then right click.After dialog appears,SelectInsert- Boundary- HydroDynamicNow, you have new boundary “2”.SetBoundaryDescriptionas“Open”.Set Boundary Type as “Inflow”.Make sure “Include HD calculation”is checked.Select “Constant” for TS Type.43

Set values for constant dischargeas “0.001”.(After you enter the value, youshould press “return” key.)Note:In this exercise, RR-HD link will beapplied.Therefore,inletdischarge can be zero. However,it is better to give very smallamount of discharge at upstreamend for stabilizing simulation.Save the .bnd11 file and close it.44

4. Preparation of Initial Hot start fileMIKE11-HD becomes easily unstable when it starts from rough estimation of initialcondition such as approximation of uniform flow condition.To prevent this instability, very small time step is required. However, it is not so goodidea to use so small time step for entire simulation.MIKE11-HD has several options for time-step. Adaptive time-step can work very wellfor changing time step automatically corresponding to the requirement to preventinstability of simulation. However, when RR-HD link is applied, you can not use theoption “Adaptive time-step”.To overcome this situation, you have to prepare “Initial Hot start file”.After you prepare “Initial Hot start file”, you can use relatively large time step with option“fixed time step” without the initial instability.45

In Project Explorer,Select001 Biala/Biala/Biala.bnd11Then, right clickSelect “Copy”.Newfile“Copy Biala.bnd11”appears in Project Explorer.Right click it m select ”Rename”.Rename it to “Biala int.bnd11”Double click “Biala int.bnd11”46

Activate boundary item”2”.Set constant discharge value as“1”.Save the .bnd11 file, and close it.InProjectExplorer,select“Biala.sim11”, then double click tostart it.After network editor appears, selecttab”Input”.Click” ” for Boundary data.Select“Baial int.bnd11”fromDialog “File selection”.Then, click “OK”.47

Select tab ”Simulation”.Set Time step type as“Adaptive time step”Set Simulation periodStart : 2000/01/01End: 2000/01/02Set Initial condition for HD as“Steady State”Click “Settings.”After dialog “Time Step Setting”appears,Set values as followsMinimum - “1”Maximum - ”300”Unit - “Sec.”Click “OK”.Note: The above value is based onexperience for EABD & WABDrivers.Select tab “Results”.Set value as follows.For Storing frequency“10”.For Unit“Time step”Specify result file name as“HDint temp.res11”Click “OK”.48

Select tab“Start”.Click “Start” button.Simulation completedNow, you have new result file“HDint temp.res11”.Open it from MIKE View.You can see the initial developmentof flow field.Check if flow condition is almoststeady at the final time step.Note:In this exercise case, 1 day isenoughtogetsteadystate.However, if total river length islonger, it may require longer timeperiod.49

Selecttab“Simulation”fromsimulation editor again.Set Time step type as“Fixed time step”Set Time step and unit as“5” & “ Min”Set Initial condition for HDFor Type of condition,“Hotstart”For Hotstart filename“/001 Biala/Biala/HDint temp.res11”For Hotstart date and Time“2000/01/01 23:00:00”Select tab “Results”.Change result file name as“HDint temp2.res11”Click “OK”.50

Select tab“Start”.Click “Start” button.Now, you can run with relativelylarge time step with option “Fixedtime step” without initial instability.Simulation completedNow, you have new result file“HDint temp2.res11”.Open it from MIKE View.Make sure stable condition isobtained at final time step.51

Copy “HDint temp2.res11”Rename“copy of HDint temp2.res11”to“HDint Biala.res11”Then, move it to folder “INT”.Now, you are ready for actualsimulation.52

5. RR-link and run the modelOpen “Biala.sim11” from ProjectExplore.Select tab “Model”.Check ”Hydrodynamic” and”Rainfall-Runoff”Select tab “Input”.Set filenameFor Boundary filename“001 Biala/Biala/Biala.bnd11”For RR Parameters“001 Biala/Biala/Biala.RR11”Click “Edit” for network.53

After network editor appears,selectView - Tabular ViewIn Tabular View,selectRunoff/groundwater links- Rainfall-runoff linksOpen “/003 XLS/RRlink Biala.xls”Copy line 2&354

In Tabular view of network editor,Place cursor on any column in line 1.Press “TAB” key in your key board.Then, you can insert new line “2”.Prepare line “1” & “2”.Note: If number of link is more,please add more line according tothe number of links.Highlight NAME to DS chainagecolumn ޕ Then, paste the copied from .xls file.Now, RR-HD link are set.55

Save the .nwk11 file and close it.Select tab “Simulation”.Set Time step type as“Fixed time step”Set Time step and unit as“5” & “ Min”Set Simulation periodStart : 2000/08/01End: 2006/01/01Set RR time step multiplier“144”Note: Time step of RR is 12hours.then, 144 12 hours x 60min/5minSet Initial Conditions as follows.For Type of Condition“Hotstart”For Hotstart Filename“/001 Biala/Biala/INT/HDint Biala.res11”For Hotstart Date and Time“2000/01/01 23:00:00”56

Select tab “Results”.SetResultsfilenameetc.asfollows.For HDFilename:“001 Biala/Biala/ResultHD/HDBiala.res11”Storing Frequency and Unit“288” and “time step”For RRFilename:“001 Biala/Biala/ResultRR/RRBiala.res11”Storing Frequency and Unit“2” and “time step”Save .sim11 file.Select tab “Start”.Click “Start “ button.Then, simulation will start.57

On the bottom of simulation editor,you can check the progress of thesimulation.When“100%”appears,thesimulation is completed.There are results files in ResultHDand ResultRR folders.Open result of HD with MIKE View.Enjoy your first HD result.End of Exercise58

0.071 0.579 0.350 N/A Elevation (m) E n 240 100 450 233 Correction coefficient for elevation difference (m) C ele 1.068 2) Average Potential Evapo-Transpiration Average potential evapo-transpiration for a catchment is derived from 1km grid monthly evapo-transpiration. 3) Daily Average Temperature

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grade step 1 step 11 step 2 step 12 step 3 step 13 step 4 step 14 step 5 step 15 step 6 step 16 step 7 step 17 step 8 step 18 step 9 step 19 step 10 step 20 /muimn 17,635 18,737 19,840 20,942 22,014 22,926 23,808 24,689 325,57! 26,453 /2qsohrs steps 11-20 8.48 9.0! 9.54 10.07 10.60 11.02 11.45 11.87 12.29 12.72-

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ICAO Annex 1 – Amdt.172 Annex 6 – Amdt.38 PANS-TRG – Amdt. 3 Doc 10011 02/2014 ICAO amendments to Annex 1, Annex 6 and PANS-TRG (Doc 9868) to a) Meet the UPRT requirements for an MPL, contained in Annex 1 b) Provide UPRT recommendations for a CPL(A), contained in Annex 1 c) Meet the requirements for type-rating, contained

Bills of Exchange Annex Equities Annex Gilts Annex Italian Annex Japanese Annex ** RITS Annex Abu Dhabi X X X X X X Australia X X X X X X X X Bahamas X X X X X X Bahrain X X X X X X Bermuda X X X X X X British Virgin Islands X X X X X X Cayman Islands X X X X X X . Section 730 of the UK Taxes Act

Annex 6 Operation of Aircraft Annex 7 Aircraft Nationality and Registration Marks Annex 8 Airworthiness of Aircraft Annex 9 Facilitation Annex 10 Aeronautical Telecommunications Annex 11 Air Traffic Services . Therefore, ICAO has implemented the

EU GMP Guide-Annex 15 Qualification & Validation draft released In February 2014, a draft of the revised Annex 15 was released by the European Commission (EC) for public comment. The draft version is based on an EMA Concept Paper, published in November 2012 which outlined various reasons for the revision of Annex 15.File Size: 553KBPage Count: 17Explore furtherEU GMP Annex 15: Qualification and Validation - ECA Acad www.gmp-compliance.orgEU GMP Annex 15 Revisions: Improving Qualification and .www.cleanroomtechnology.c GUIDELINES ON VALIDATION APPENDIX 6 VALIDATION O www.who.intGuideline on Process Validationwww.ema.europa.euEudraLex - Volume 4 - Good Manufacturing Practice (GMP .ec.europa.euRecommended to you b

According to NB-MED/2.2/Rec4. Conformity Assessment Procedures Annex III EC type-examination Annex IV EC verification Annex V production quality assurance Annex VI product quality assurance Annex VII EC declaration of conformity Annex II full quality assurance system xxxx Hardly