分析案例成果tekob3 c 061 dbp 03 01

設(shè)置了格式:PHASEIIOFTHEKOSTOLAC設(shè)置了格式:DESIGNFORBUILDINGDBP061VOLUME3HYDRO/TECHNICALBOOK3/1WaterSupply&DrainageforAbsorberCirculationPumpAndOxidationAirBlowerHouse設(shè)置了格式:設(shè)置了格式:CHINAMACHINERYENGINEERINGDECEMBER,GENERALCONTENTSOFTHEDESIGNFORBUILDINGPERMITDOCUMENTSCHEMICALWATERTREATMENTPUMPINGSTATIONFORCOOLINGHEAVYFUELOILRESERVOIRTANKANDEXTERNALMAINPOWERLIMESTONESLURRYPREPARATIONCOALHANDLINGINTERNALFLYASHANDBOTTOMASHHANDLINGEXTERNALFLYASHANDBOTTOMASHHANDLING110KVAND400KVSWITCHYARDROADSPIPELINESANDOTHERSSRUDNIK110KVTRANSMISSION設(shè)置了格式:CONTENTSOFTHEDESIGNDOCUMENTSFOR0Main12Civil3Hydro/technical3/1WaterSupply&DrainageforAbsorberCirculationAndOxidationAirBlower3/2WaterSupply&DrainageforFGDComplexcirculationpumpandoxidationairblowerhouseAbsorbercirculationpumpandoxidationairblowerhouse4Electrical5Telecommunicationsandsignals6Mechanical789PreparationStudyonfireStudyonhazardousBOOK3/1WaterSupply&DrainageforAbsorberCirculationPumpAndOxidationAirBlowerHouse0ITechnicalPotablewatersystemdocumentationforAbsorberCirculationAndOxidationAirBlowerSanitarywatersystemdocumentationforAbsorberCirculationAndOxidationAirBlowerBillof1KeyPlanGENERAL2Pipingarrangementandsystemdiagram3absorbercirculationpumpandoxidation4blowerLEGENDOF5Pipingarrangementandsystemdiagramofhydrantnetwork6MANHOLE7PLANOFSTORMSEWER

BOOK3/1WaterSupply&DrainageForAbsorberCirculationPumpAndOxidationAirBlowerHouse

RevNo. 設(shè)置了格式: GENERAL

BOOK3/1WaterSupply&DrainageForAbsorberCirculationPumpAndOxidationAirBlowerHouse

RevNo.

BOOK3/1WaterSupply&DrainageForAbsorberCirculationPumpAndOxidationAirBlowerHouse

RevNo. 設(shè)置了格式:TEXTUAL

BOOK3/1WaterSupply&DrainageForAbsorberCirculationPumpAndOxidationAirBlowerHouse

RevNo. 設(shè)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設(shè)置了格式:Watersupplysystemanddrainagesysteminabsorbercirculationpumpandoxidationairblowerhouse.Theabsorbercirculationpumpandoxidationairblowerhouseindoorwashbasintothehosefromtheoutdoorlivingwatersupplynetwork,inletpipediameterisDN15.LifewWatersupplypipelinecodeB1.Washbasindrainagetothe0mlayerofthedrainageditch,dischargetubediameter50mm,drainageslopeis0.026.DomesticsewagepipecodeK1.Theelevationshowninthemeterismeasuredinmetersandthedimensionsareinmillimeters.Thewatersupplypipeisthecenterofthepipe,andthesewagepipeisthebottomelevation.Theelevationofthewatersupplypipelineisthecenterofthepipe.帶格式的:TheroofsurfaceareaoftheAbsorberCirculationPump&OxidationAirBlowerHouseisdividedinto6drainageareas,eachofwhichisconnectedtotherainwaterpipelinethroughawaterinlet.Outsidetheraindrainagepipeconnectingoutdoorundergroundwaterpipes,outdoorundergroundwaterpipeline(De≥160)madeofcorrugatedPE帶格式的: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.Manholeiswith?1200mmdiameterandequippedwith?600mmcastironcover(classD400KN),steelladdersandpipefittingsincludingbutterflyvalve,dismantlingjointandcastirontoPEHDjoint,allInteriorhydrantnetworklayout,diagramanddetailsaredisplayedondrawingsAllhydrantsetsarestandardoneswithidenticalPlacedinsteelhydrantcabinetwithdim.500x500x150mmandclear‘H’labelonfrontdoor,whichiswallmountedonelevationof+1.50mabovefloorlevelHydrantcabinetisequippedwith:anglegatevalve2’’(DN50),flexiblehose?52(withinnerrubbercoating)withlengthofL=20mandsteelnozzle?12mmwithcontrolAllpipes,valvesandfittingsmustbewithminimalpressureclassofPN10Minimalrequireddynamicpressureatnozzleoutlet2.5Maximalallowedstaticpressureatanglevalve(aswellasinwholeinteriorhydrantnetwork)is7barsDemandedminimalfirewaterdischargeis2.5RequiredminimalrangeofconcentratedwaterjetTotalhydrantconcentratedwaterjetreachis:20m(hoselength)+5m(concentratedjetrangefromnozzle)=25m,whichisusedasinputdatainhydrantpositioningdesign

BOOK3/1WaterSupply&DrainageForAbsorberCirculationPumpAndOxidationAirBlowerHouse

RevNo. At2.5barspressureandwith?12diameter,realdischargefromnozzleis2.5l/s(matchminimaldemandedfirewaterdischarge)withtotalsprayedjethorizontalrangeisL=17mandverticaljetrangeis14mPipeD60.3x3.65iswithnominaldiameterDN50(2’’),andpipeD76.1x3.65iswithnominaldiameterDN65(2?’’).

BOOK3/1WaterSupply&DrainageForAbsorberCirculationPumpAndOxidationAirBlowerHouse

RevNo. NUMERICAL

BOOK3/1WaterSupply&DrainageForAbsorberCirculationPumpAndOxidationAirBlowerHouse

RevNo. II-1PotablewatersystemnumericaldocumentationforAbsorberCirculationPumpAndOxidationAirBlowerHouse

BOOK3/1WaterSupply&DrainageForAbsorberCirculationPumpAndOxidationAirBlowerHouse

RevNo. 設(shè)置了格式:設(shè)置了格式:設(shè)置了格式:II-1PotablewatersystemnumericaldocumentationforAbsorber設(shè)置了格式:設(shè)置了格式:設(shè)置了格式:ThepotablewaterdiagramisasWashWash設(shè)置了格式:ThepipeflowisasFormulagqg

=qn 00設(shè)置了格式:設(shè)置了格式:qg:pipe00設(shè)置了格式:設(shè)置了格式:q0:sanitarywarepotablewaterratedflow(L/s)n0:numberofsanitaryware

BOOK3/1WaterSupply&DrainageForAbsorberCirculationPumpAndOxidationAirBlowerHouse

RevNo. ThefrictionalheadlossisasFormula 設(shè)置了格式:設(shè)置了格式:i=105C-1.85d-4.87 設(shè)置了格式:設(shè)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. 設(shè)置了格式:II-2SanitarywatersystemnumericaldocumentationforAbsorberCirculation設(shè)置了格式:Thesanitarywaterdiagramisas設(shè)置了格式:設(shè)置了格式:Thepipeflowisasgqg

=qn

設(shè)置了格式:設(shè)置了格式:設(shè)置了格式:設(shè)置了格式:00qg:pipeflow00q0:sanitarywaresanitarywaterratedflow(L/s)n0:numberofsanitaryware

BOOK3/1WaterSupply&DrainageForAbsorberCirculationPumpAndOxidationAirBlowerHouseqp=A

RevNo. 設(shè)置了格式:設(shè)置了格式:設(shè)置了格式:設(shè)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. 帶格式的:II-3Hydrauliccalculationsofroof設(shè)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

...設(shè)置了格式:字體顏色:黑色設(shè)置了格式:字體顏色:黑色設(shè)置了格式:字體顏色:黑色設(shè)置了格式:字體顏色:黑色設(shè)置了格式:字體顏色:黑色設(shè)置了格式:字體顏色:黑色設(shè)置了格式:字體顏色:黑色設(shè)置了格式:字體顏色:黑色

HydrauliccalculationofroofrainwaterRoofRoofdrainageTimeof--㎡a--55-55-55-55-55-55

::設(shè)置了格式:字體顏色:黑

BOOK3/1WaterSupply&DrainageForAbsorberCirculationPumpAndOxidationAirBlowerHouse

RevNo. 設(shè)置了格式:-設(shè)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設(shè)置了格式:設(shè)置了格式:設(shè)置了格式:設(shè)置了格式:設(shè)置了格式:設(shè)置了格式:設(shè)置了格式:設(shè)置了格式:設(shè)置了格式:設(shè)置了格式:設(shè)置了格式:

BOOK3/1WaterSupply&DrainageForAbsorberCir