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设置了格式:PHASEIIOFTHEKOSTOLAC设置了格式:DESIGNFORBUILDINGDBP061VOLUME3HYDRO/TECHNICALBOOK3/1WaterSupply&DrainageforAbsorberCirculationPumpAndOxidationAirBlowerHouse设置了格式:设置了格式:CHINAMACHINERYENGINEERINGDECEMBER,GENERALCONTENTSOFTHEDESIGNFORBUILDINGPERMITDOCUMENTSCHEMICALWATERTREATMENTPUMPINGSTATIONFORCOOLINGHEAVYFUELOILRESERVOIRTANKANDEXTERNALMAINPOWERLIMESTONESLURRYPREPARATIONCOALHANDLINGINTERNALFLYASHANDBOTTOMASHHANDLINGEXTERNALFLYASHANDBOTTOMASHHANDLING110KVAND400KVSWITCHYARDROADSPIPELINESANDOTHERSSRUDNIK110KVTRANSMISSION设置了格式:CONTENTSOFTHEDESIGNDOCUMENTSFOR0Main12Civil3Hydro/technical3/1WaterSupply&DrainageforAbsorberCirculationAndOxidationAirBlower3/2WaterSupply&DrainageforFGDComplexcirculationpumpandoxidationairblowerhouseAbsorbercirculationpumpandoxidationairblowerhouse4Electrical5Telecommunicationsandsignals6Mechanical789PreparationStudyonfireStudyonhazardousBOOK3/1WaterSupply&DrainageforAbsorberCirculationPumpAndOxidationAirBlowerHouse0ITechnicalPotablewatersystemdocumentationforAbsorberCirculationAndOxidationAirBlowerSanitarywatersystemdocumentationforAbsorberCirculationAndOxidationAirBlowerBillof1KeyPlanGENERAL2Pipingarrangementandsystemdiagram3absorbercirculationpumpandoxidation4blowerLEGENDOF5Pipingarrangementandsystemdiagramofhydrantnetwork6MANHOLE7PLANOFSTORMSEWER
BOOK3/1WaterSupply&DrainageForAbsorberCirculationPumpAndOxidationAirBlowerHouse
RevNo. 设置了格式: GENERAL
BOOK3/1WaterSupply&DrainageForAbsorberCirculationPumpAndOxidationAirBlowerHouse
RevNo.
BOOK3/1WaterSupply&DrainageForAbsorberCirculationPumpAndOxidationAirBlowerHouse
RevNo. 设置了格式:TEXTUAL
BOOK3/1WaterSupply&DrainageForAbsorberCirculationPumpAndOxidationAirBlowerHouse
RevNo. 设置了格式:
BOOK3/1WaterSupply&DrainageForAbsorberCirculationPumpAndOxidationAirBlowerHouse
RevNo. Watersupplyanddrainagesystemincludingwatersupplysystem,drainagesystem.Awashbasinisarrangedinabsorbercirculationpumpandoxidationairblowerhouse,thesanitarywatersupplyofthehandwashingbasinisconnectedwiththedomesticwatersupplypipenetworkofthefactoryarea,handwashingbasinsewagedischargedintothe0mlayerdrains.andthedomesticsewageofthehandwashingbasinisdischargedintothedrainageditchofthe0mlayertechnicalspecialty.0mlayerdrainsseevolume
BOOK3/1WaterSupply&DrainageForAbsorberCirculationPumpAndOxidationAirBlowerHouse
RevNo. I-2Technical
BOOK3/1WaterSupply&DrainageForAbsorberCirculationPumpAndOxidationAirBlowerHouse
RevNo. Calibri,Calibri,2设置了格式:Watersupplysystemanddrainagesysteminabsorbercirculationpumpandoxidationairblowerhouse.Theabsorbercirculationpumpandoxidationairblowerhouseindoorwashbasintothehosefromtheoutdoorlivingwatersupplynetwork,inletpipediameterisDN15.LifewWatersupplypipelinecodeB1.Washbasindrainagetothe0mlayerofthedrainageditch,dischargetubediameter50mm,drainageslopeis0.026.DomesticsewagepipecodeK1.Theelevationshowninthemeterismeasuredinmetersandthedimensionsareinmillimeters.Thewatersupplypipeisthecenterofthepipe,andthesewagepipeisthebottomelevation.Theelevationofthewatersupplypipelineisthecenterofthepipe.带格式的:TheroofsurfaceareaoftheAbsorberCirculationPump&OxidationAirBlowerHouseisdividedinto6drainageareas,eachofwhichisconnectedtotherainwaterpipelinethroughawaterinlet.Outsidetheraindrainagepipeconnectingoutdoorundergroundwaterpipes,outdoorundergroundwaterpipeline(De≥160)madeofcorrugatedPE带格式的:InternalfireprotectionsysteminAbsorbercirculationpumpandoxidationairblowerhouse.whichuseswaterasanextinguishingmedium,isconsistedof1hydrantset.FirewateristransportedthroughhorizontalandverticalgalvanizedsteelD76.1x3.65mmand
BOOK3/1WaterSupply&DrainageForAbsorberCirculationPumpAndOxidationAirBlowerHouse
RevNo. D60.3x3.65mmpipeswithadditionalthermalinsulation(min.9mmthick)andlabeledasB2indrawings.Horizontalpipesaremountedonthewallsandunderceilings.Connectionwithexternalfirewatersupplynetwork(PEHDpipeDN75)ismadeat-1.10melevation(equalto80cmbelowoutsidegroundlevel–minimaldepthforantifreezeandloadprotection)inreinforcedconcretewaterproofmanholeat2.40mdistancefromAbsorbercirculationpumpandoxidationairblowerhouse.ManholeiswithØ1200mmdiameterandequippedwithØ600mmcastironcover(classD400KN),steelladdersandpipefittingsincludingbutterflyvalve,dismantlingjointandcastirontoPEHDjoint,allInteriorhydrantnetworklayout,diagramanddetailsaredisplayedondrawingsAllhydrantsetsarestandardoneswithidenticalPlacedinsteelhydrantcabinetwithdim.500x500x150mmandclear‘H’labelonfrontdoor,whichiswallmountedonelevationof+1.50mabovefloorlevelHydrantcabinetisequippedwith:anglegatevalve2’’(DN50),flexiblehoseØ52(withinnerrubbercoating)withlengthofL=20mandsteelnozzleØ12mmwithcontrolAllpipes,valvesandfittingsmustbewithminimalpressureclassofPN10Minimalrequireddynamicpressureatnozzleoutlet2.5Maximalallowedstaticpressureatanglevalve(aswellasinwholeinteriorhydrantnetwork)is7barsDemandedminimalfirewaterdischargeis2.5RequiredminimalrangeofconcentratedwaterjetTotalhydrantconcentratedwaterjetreachis:20m(hoselength)+5m(concentratedjetrangefromnozzle)=25m,whichisusedasinputdatainhydrantpositioningdesign
BOOK3/1WaterSupply&DrainageForAbsorberCirculationPumpAndOxidationAirBlowerHouse
RevNo. At2.5barspressureandwithØ12diameter,realdischargefromnozzleis2.5l/s(matchminimaldemandedfirewaterdischarge)withtotalsprayedjethorizontalrangeisL=17mandverticaljetrangeis14mPipeD60.3x3.65iswithnominaldiameterDN50(2’’),andpipeD76.1x3.65iswithnominaldiameterDN65(2½’’).
BOOK3/1WaterSupply&DrainageForAbsorberCirculationPumpAndOxidationAirBlowerHouse
RevNo. NUMERICAL
BOOK3/1WaterSupply&DrainageForAbsorberCirculationPumpAndOxidationAirBlowerHouse
RevNo. II-1PotablewatersystemnumericaldocumentationforAbsorberCirculationPumpAndOxidationAirBlowerHouse
BOOK3/1WaterSupply&DrainageForAbsorberCirculationPumpAndOxidationAirBlowerHouse
RevNo. 设置了格式:设置了格式:设置了格式:II-1PotablewatersystemnumericaldocumentationforAbsorber设置了格式:设置了格式:设置了格式:ThepotablewaterdiagramisasWashWash设置了格式:ThepipeflowisasFormulagqg
=qn 00设置了格式:设置了格式:qg:pipe00设置了格式:设置了格式:q0:sanitarywarepotablewaterratedflow(L/s)n0:numberofsanitaryware
BOOK3/1WaterSupply&DrainageForAbsorberCirculationPumpAndOxidationAirBlowerHouse
RevNo. ThefrictionalheadlossisasFormula 设置了格式:设置了格式:i=105C-1.85d-4.87 设置了格式:设置了格式:i:frictionalheadloss(kPa/m)dj:pipediameter(m)qg:pipeflowThelocalheadlossisconsideredtobe25%ofthefrictionalhead.ThepotablewaterhydrauliccalculationisasTABLE2))152/3/4Theabsorbercirculationpumpandoxidationairblowerhousepotablewaterdesignflowis0.15L/s.Thepressuredemandis0.0719MPa.
BOOK3/1WaterSupply&DrainageForAbsorberCirculationPumpAndOxidationAirBlowerHouse
RevNo. II-2SanitarywatersystemnumericaldocumentationforAbsorberCirculationPumpAndOxidationAirBlowerHouse
BOOK3/1WaterSupply&DrainageForAbsorberCirculationPumpAndOxidationAirBlowerHouse
RevNo. 设置了格式:II-2SanitarywatersystemnumericaldocumentationforAbsorberCirculation设置了格式:Thesanitarywaterdiagramisas设置了格式:设置了格式:Thepipeflowisasgqg
=qn
设置了格式:设置了格式:设置了格式:设置了格式:00qg:pipeflow00q0:sanitarywaresanitarywaterratedflow(L/s)n0:numberofsanitaryware
BOOK3/1WaterSupply&DrainageForAbsorberCirculationPumpAndOxidationAirBlowerHouseqp=A
RevNo. 设置了格式:设置了格式:设置了格式:设置了格式:v=n
2R3
A:crosssectionofthewaterflowindesigndepthrationv:flowvelocityI:pipegradientn:roughnesscoefficient.Forplasticpipe,n=Theverticaldrainagepipe’smaximumdesigndischargingflowis4.0L/sforDN100and1.0L/sforDN50.Pipe1Thesanitarywaterflowofabsorbercirculationpumpandoxidationairblowerhouseis
BOOK3/1WaterSupply&DrainageForAbsorberCirculationPumpAndOxidationAirBlowerHouse
RevNo. 带格式的:II-3Hydrauliccalculationsofroof设置了格式:
BOOK3/1WaterSupply&DrainageForAbsorberCirculationPumpAndOxidationAirBlowerHouse
RevNo. Hydrauliccalculationofstormrunoffforeachdrainagesurfaceisexecutedwiththeapplyingofrationalmethodequation:Q–RunoffdischargeinC-runoffcoefficient(forflatroofsonbuildingsofhighimportanceI–rainintensityinl/s/hafordurationofrainwhichisequaltotimetoconcentrationandwithselectedreturnperiod(allintensitiesacquiredfrommeteorologicaldatafromraingaugestationVelkoGradiste)A–drainsurfaceareainTherainfalldurationisassumedtobeTc=5min,thebuildingisageneralbuildingroof,thedesignreturnperiodis5a,andtherainfallintensityis391l/(s*hm).Hydrauliccalculationsofroofdrainage–primary BOOK3/1WaterSupply&Drainage AbsorberCirculationPumpAndAirBlower
...设置了格式:字体颜色:黑色设置了格式:字体颜色:黑色设置了格式:字体颜色:黑色设置了格式:字体颜色:黑色设置了格式:字体颜色:黑色设置了格式:字体颜色:黑色设置了格式:字体颜色:黑色设置了格式:字体颜色:黑色
HydrauliccalculationofroofrainwaterRoofRoofdrainageTimeof--㎡a--55-55-55-55-55-55
::设置了格式:字体颜色:黑
BOOK3/1WaterSupply&DrainageForAbsorberCirculationPumpAndOxidationAirBlowerHouse
RevNo. 设置了格式:-设置了格式:Theoutdoorburiedrainwaterpipelineisonlyconnectedwiththeroofdrainageverticalpipe,andthewaterinletisnotprovided.UndergroundrainwaterpipewithcorrugatedPEpipe,inaccordancewiththefullpipegravityflowcalculation.HydrauliccalculationofstormsewerchannelswasexecutedwiththeuseofManningQ=(1/n)*A*(R)2/3n-Manningcoefficientofroughnessins/m1/3,forPlasticpipe0.009flowcrosssectionareainm2R-hydraulicradiusinm,R=A/OandOiswettedperimeterinmI-channelbottomslopeHydrauliccalculationofstormsewer-horizontalStormsewerPipelineHydrauliccalculationofstormsewer-horizontalStormsewerPipelinePipelinePipeline1121141511设置了格式:设置了格式:设置了格式:设置了格式:设置了格式:设置了格式:设置了格式:设置了格式:设置了格式:设置了格式:设置了格式:
BOOK3/1WaterSupply&DrainageForAbsorberCir
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