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                   GETTING STARTED: A 3‐Scenario Tutorial for New Users   Prepared for the Inter‐Governmental Partnership by RCL Consulting Ltd    Preface This  tutorial  was  prepared  by  a  ‘new user’  for  new  users.  Therefore,  it  is written from the perspective of someone who is trying the Water Balance Model for the first time. The tutorial leads the new  user  through  the  scenario comparison  process  that  enables  the user to assess the effectiveness of runoff volume reduction choices.  The combination of this tutorial plus the information contained in the HELP icons should address most questions that the first‐time  user  may  have  about  the model and the analytical process. Over time,  and  as  users  share  their experiences  in  applying  the  Water Balance  Model,  the  explanatory information is expected to evolve as may be needed to provide additional clarity.  The  Inter‐Governmental  Partnership encourages other ‘new users’ to provide feedback  and  suggestions  via outreach@waterbalance.ca    Ted van der Gulik, Chair February 2009  GETTING STARTED: A 3‐Scenario Tutorial for New Users   WATER BALANCE MODEL 3 SCENARIO TUTORIAL    Introduction to modeling individual site scale rainwater management systems, intended to maintain pre development hydrology on a developed site ...

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GETTINGSTARTED:A3ScenarioTutorialforNewUsers
PreparedfortheInterGovernmentalPartnershipbyRCLConsultingLtd
PrefaceThistutorialwaspreparedbya‘newuser’fornewusers.Therefore,itiswrittenfromtheperspectiveofsomeonewhoistryingtheWaterBalanceModelforthefirsttime.Thetutorialleadsthenewuserthroughthescenariocomparisonprocessthatenablestheusertoassesstheeffectivenessofrunoffvolumereductionchoices.ThecombinationofthistutorialplustheinformationcontainedintheHELPiconsshouldaddressmostquestionsthatthefirsttimeusermayhaveaboutthemodelandtheanalyticalprocess.Overtime,andasuserssharetheirexperiencesinapplyingtheWaterBalanceModel,theexplanatoryinformationisexpectedtoevolveasmaybeneededtoprovideadditionalclarity.TheInterGovernmentalPartnershipencouragesother‘newusers’toprovidefeedbackandsuggestionsviaoutreach@waterbalance.caTedvanderGulik,ChairFebruary2009
GETTINGSTARTED:A3ScenarioTutorialforNewUsers
WATERBALANCEMODEL3SCENARIOTUTORIALIntroductiontomodelingindividualsitescalerainwatermanagementsystems,intendedtomaintainpredevelopmenthydrologyonadevelopedsite.
PREPAREDBYRCLCONSULTINGFROMORIGINALANDEXISTINGINSTRUCTIONMATERIALS
WATERBALANCEMODEL
GettingStarted
SettingUpaProject
3SCENARIOTUTORIAL
Thetabsonthebottomofthescreenwillguideyouthroughthemajorstepsofprojectdevelopment.Therearetwoparts,andtheyarelabeledPROJECTS(ontheleftside)andSCENARIOS(ontheright)Asafirsttimeuser,youronlyoptionistoclickonNEWPROJECTtocreateyourfirstproject.Tobeginwith,wesuggestyoucreateanumberofsimplepracticeexamplestohelpyoubecomefamiliarandcomfortablewiththemodelanditscapabilitiesasadecisionsupporttool.
Afteryouhavecompletedyourfirstpracticerunortwo,youcanreturntothispageandDELETEyourinitialefforts.Onceyougainexperiencewiththemodelandknowhowtotuneittoyourneeds,youmaychoosetoEDITanexistingprojecttorefineyourwaterbalanceassessments.
CreateaNewProject
AfteryouselectaNEWPROJECT,ascreenpopsupthatasksyoutoCREATEANEWPROJECT.Thepopuprequestsbasicinformationtodefineyourproject.Whenyoufillinthefirsttwoboxes,theNAMEofyourprojectandaBRIEFDESCRIPTION,pleasekeepinmindthatyoumaywishtocreatemultiplemodelruns.Developanappropriatenamingschemetohelpyourememberthepurposeorscopeofeachrun.
PREPAREDBYRCLCONSULTINGFROMORIGINALANDEXISTINGINSTRUCTIONMATERIALS
DECEMBER2008
YourfirstdecisionistoselectyourPROJECTTYPE.AsexplainedintheWaterBalanceModelCommunityofInterest,therearefourchoicesatthreescales:
SITEThiscouldbesituatedanywhereinthewatershed,isabasicbuildingblock,andrepresentswhathasbeenbroughtforwardfromtheoriginalWaterBalanceModel.
DEVELOPMENTAREAWITHOUTASTREAM ‐Thisisdefinedasaclusterofcontiguoussites(suchasasmallsubdivision),yetthereisnodirectdischargeofdrainageintoanearbystream.ThistypeofapplicationisalsorepresentativeoftheoriginalWaterBalanceModel.
DEVELOPMENTAREAWITHASTREAM ‐Thisisdefinedasaclusterofcontiguoussites(suchasasmallsubdivision),ANDthereisdirectdischargeofdrainageintoastreamlocatedwithinthedevelopmentbecausethisconsideredsufficientformostscenariomodelingapplications.
ATERSHEDThisisdefinedasWWITHASTREAMeitheramajordevelopmentwithinalargercatchmentorpartialdevelopmentofawatershed.Thiscouldbeaneighbourhood.Themodelcurrentlyallowsfortwocatchmentswithinawatershed.
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WATERBALANCEMODEL
3SCENARIOTUTORIAL
Thenexttwoboxes,PROJECTLOCATIONandCLIMATEDATA,aredropdownsthatlinkyoutotheWaterBalanceModeldatabase.UnderPROJECTLOCATION,thereisalistingoftheRegionalDistrictsthatcomprisetheBritishColumbialandbase;andtheMemberMunicipalitieswithineachregionaldistrict.Thislistingservestwopurposes.First,itisanidentifierforyourmodelruns.Secondly,andthisisthevalueaddedaspect,aselectionfromthisdropdownwillautomaticallypopulateyourmodelapplicationwithuniquelandusezoningandsoilinformationassociatedwithyourprojectlocation.
UnderCLIMATEDATA,thereisalistingofBritishColumbiaclimatestationscurrentlyavailableintheWaterBalanceModel.
Thefifthandsixthboxes,STARTDATEandENDDATE,areautomaticallygeneratedonceyouselectaClimateStationbasedontherangeofclimatedataavailable.YoualsohavetheoptiontochangetheStartandEnddatesshouldyouwishtoselectaspecificperiodoftimeforanalysis.Ifyoudothis,thereisaRESETbuttontorestoretheoriginalStartandEnddates.Pleasekeepinmindthattheresultsofmodelrunsprovideamoreaccuraterepresentationofthehydrologicsystemwhenlongertimeperiodsareused.
PREPAREDBYRCLCONSULTINGFROMORIGINALANDEXISTINGINSTRUCTIONMATERIALS
DECEMBER2008
ThelastboxistheMODELAREA.Thedropdownprovidesyouwithachoiceofmeasurementunitsimperialormetric.Fillinthetotalareaofyourproject,whetheritisanindividualsiteorawatershed.
Thebasicparametersofyourprojectarenowdefined.Thenextstepistoclick:CREATENEWPROJECT.ThiswilltakeyoutothesecondpopuptitledCREATEANEWSCENARIO.Ifyouwishtoabortthisrunforwhateverreason,simplyclickonCANCEL.
SCENARIO1
CreateaScenario
AfteryouCREATEANEWPROJECTascreenpopsupthatasksyoutoCREATEANEWSCENARIO.Ifthisisthefirstscenarioforyourproject,youwillbeaskedifit’sthebasecasescenarioForprojectslargerthanthesitescale,youwillalsobeaskedifthisscenarioincorporatesoffsitestorage.
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WATERBALANCEMODEL
ConfigureDrainageArea
3SCENARIOTUTORIAL
Thesecondscreencomesup.Thedatainputsareconsolidatedonasinglescreensothatyoucan"build"yourprojectinmodulesandalwaysseeexactlywhereyouareintheprocess.
Inthetopleftcorner,undertheisthelabelDRAINAGEAREA:MODELLEDAREA.Totherightisthefirstmodulewhereyouenterthebasicstatisticsforyoursite,namely:LENGTH,ELEVATIONandSLOPE.
UnderneaththeseboxesisalinethatlistsNATIVESOILTYPES,LANDUSE,andSURFACECONDITION.Thinkoftheseasthebuildingblocksthatenableyoutoconfigureyourcatchment.
NowclickonADDNATIVESOILTYPEtoproceedtotheHydraulicPropertiescalculator.
AddNativeSoilTypes
AfteryouclickonADDNATIVESOILTYPE,ascreenpopsupandasksyoutoDESCRIBETHESOILCONDITIONS.YoudefinethenativesoilwiththehelpofanembeddedHydraulicPropertiescalculator.
PREPAREDBYRCLCONSULTINGFROMORIGINALANDEXISTINGINSTRUCTIONMATERIALS
DECEMBER2008
Thesitethatyouaremodelingmustbedividedintosubareasthathavesimilarsubsurfaceconditions(e.g.nativesoiltypes,depthtogroundwatertable,depthtobedrock),andasetofsubsurfacepropertiesmustbedefinedforeachsubarea.ThepurposeoftheHydraulicPropertiescalculatoristogenerateSoilWaterCharacteristics.ThisinformationenablestheWaterBalanceModeltosimulatethewettinganddryingofthesubsurfacelayer.
Placeyourcursoroverthetriangleandclickontheclassificationofsoilthatbestrepresentsyoursite.TheSoilWaterCharacteristicsareimmediatelyenteredbelowthetriangleunderCALCULATEDRESULTS.
TotheleftofthetrianglearethreesliderbarsthatallowyoutoadjusttheproportionofORGANICS,GRAVELandCOMPACTIONthatarecharacteristicofyoursite.
Intheabsenceofsitespecificsoilstesting,applyyourbestguess.YoucanalwaysrunadditionalscenariostotestthesensitivityofyouranalysisasafunctionofSoilType.
Whenyouareready,clickonthetabtitledAPPLYTHISSOIL.ThistakesyoubacktotheCONFIGUREDRAINAGEAREASscreen.AmodulehasnowbeenaddedforNATIVESOILTYPES.Next,fillintheblanktheareaofthesitethatthissoiltypecomprises,andfillintheblankforthedepthofthesoillayer.Addadditionalsoiltypesiftheyexistindifferentareasofthesiteandadjusttheareaoccupiedbyeachsoiltypeuntilallareassumtothetotalareaofthesite.
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WATERBALANCEMODEL
AddLandUse
3SCENARIOTUTORIAL
AfteryouclickonADDLANDUSE,ascreenpopsupwithachoiceofAVAILABLELANDUSESwhichhavepreproportionedsurfaceconditionsie.permeabletoimpermeablesurfaces,suchasbuildingspavement,forest,parketc.YoumayselectoneoftheseorDEFINENEWLANDUSEwhichwillbringupawindowallowingaNEWLANDUSEtobecreatedwiththedraganddropofAVAILABLESURFACECONDITIONSwhichthenneedtobeproportionedsothattheysumto100%.NowSAVELANDUSE,selectitfromtheAVAILABLELANDUSESandAPPLYLANDUSE.Additionallandusescanbeaddediftheyexistindifferentareasofthesiteandtheareaoccupiedbyeachisadjusteduntilallareassumtothetotalareaofthesite
SurfaceConditions
WhenyoureturntotheCONFIGUREDRAINAGEAREASscreenmoduleshavenowbeenaddedforLANDUSESandSURFACECONDITIONS.
YouwillseethatyoucanEDITand/orDELETELandUsesandSurfaceConditions.Toaddanewsurfacecondition,clickontheADDSURFACECONDITIONtabatthebottomofthescreen.ChooseoneoftheAVAILABLESURFACECONDITIONSorDEFINENEWSURFACECONDITIONinthesubsequentwindowwhenyouarereadyclickSAVENEWSURFACECONDITIONandAPPLYTHISSURFACECONDITION.ThenewSurfaceConditionwillbeaddedtotheCONFIGUREDRAINAGEAREAscreenandtheareasoccupiedbyeachsurfaceconditionwillneedtobeadjustedsoasumof100%ofthetotalsiteisachieved.
PREPAREDBYRCLCONSULTINGFROMORIGINALANDEXISTINGINSTRUCTIONMATERIALS
DECEMBER2008
Thisisagoodtimetoexperimentandgetcomfortablewithcustomizingyourmodelbymixingandmatchinglandusesandsurfaceconditions.
WaterBalanceReporting
AfteryouSAVEyourinputs,youarereadytoCHECKRESULTSforthebasecondition.Clickonthetabinthebottomrightcorner.Theresultsarepresentedonthreegraphs:EXCEEDANCE,VOLUMEandEROSION(ifastreamexists).
Insubsequentscenariosthatbuildonthisfoundation,youcanchooseCONFIGURESTREAM(ifapplicable)andCONFIGURESOURCECONTROLSscreenstoevaluatethepotentialeffectivenessofyourchoices.
TIPCreatethreescenarios,1)Predevelopmentsitei.e.treesand/orgrass,2)Postdevelopmentsitewithbuildings,pavement,andnosourcecontrols,i.e.noraingardensand,3)Postdevelopmentsitewithsourcecontrols.
WithinWaterBalanceReportingviewthevolumerd summariessidebysideandtweakthe3scenariosourcecontrolsuntiltheredportionofthebargraph(totaldischargeie.runoff)isthesameorst slightlylessthanthe1scenario.Also,theexceedancecurveforpostdevelopmentshouldcloselymatchthatofpredevelopment.Thisprovidesagraphicalrepresentationofhow,throughtheuseofstormwatermanagementtechniques,thesiterunoffhasnotbeenincreasedduetodevelopment,whichisfundamentaltothehealthofstreamsandthenaturalrechargeofaquifers.4
WATERBALANCEMODEL
Scenario2
3SCENARIOTUTORIAL
ClickOPENPROJECTBROWSERtabonthelowerright,selectthecurrentproject,andselectyoufirstscenario.ThenCOPYSCENARIOandenteranappropriatenametorepresentScenario2,CREATECOPY.
FromtheCONFIGUREDRAINAGEAREASscreen,modifyLANDUSESandSURFACECONDITIONSsothattheyfittherequirementsofScenario2includeie.buildingsandimpervioussurfacessuchasimperviouspavementetcaswellassomegrassedareas,donotaddanysourcecontrols.SAVE,andCHECKRESULTS,noteofthedifferenceisrunoffbetweenscenarios1and2.
PREPAREDBYRCLCONSULTINGFROMORIGINALANDEXISTINGINSTRUCTIONMATERIALS
Scenario3
DECEMBER2008
ClickOPENPROJECTBROWSERtabonthelowerright,selectthecurrentproject,andselectscenario2.ThenCOPYSCENARIOandenteranappropriatenametorepresentScenario3,CREATECOPY.
DesignSourceControls
SurfaceEnhancements
Severalrainwaterrunoffvolumereductionmethods(or`LowImpactDevelopment`facilities)canbeassessedusingalteredcatchmentparametersdescribingthesurfaceconditionsofthecatchment.
Lowimpactdevelopmentfacilitiesaimedatcapturingrainfallandreducingrunoffconsistofaugmentedorenhancedsurfaceconditionsthatinclude:
increasedsoildepth
soilporosityormoistureholdingcapacity
surfaceinfiltrationrates
vegetationandgroundcover
imperviousness
surfaceroughness
Dependingonthesoilconditions,reducingrunoffcanbeassimpleasreducingtheimperviousareaorbyintroducingperviouspavements.
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