DBSG3050527.docx
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DBSG3050527.docx
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DBSG3050527
REFERENCE
CAT.
WATERPUMPINSTALLATION
DeterminationofWaterTankCapacity
1.FreshWaterStorageTankandSumpTank:
Thetotalstoragecapacityoffreshwatertankiscalculatedasfollows:
a.domesticbuildingondirectsupply-NIL;
b.domesticbuildingonindirectsupply-135litresforeachofthefirst10flatsand90litresforeachremainingflat;
c.45litresperpointforeachfloorwashingtap.
d.Twinrooffreshwatertanksofapproximatelyequalvolumeshallbeprovidedtomakeupthetotalstoragecapacity.Fortwintankssystem,providepressureswitchatdischargesideofeachupfeedwaterpumptostopthewaterpumpshouldover-pressureoccur.ThecorrespondingfaultsignalisrepeatedatguardcounteronGFoftheblock.
DCMBINo.D01/08
MinutesofBSDRPMeetingheldon14Dec2009---item3.2.1.2.1therein.
A
A
A
M
M
2.FlushWaterStorageTankandSumpTank:
a.Thetotalstoragecapacityofflushwatertankislimitedto45litresforeachwaterclosetifwatersupplyistemporarilyfreshwater.
b.Twinroofflushwatertanksofapproximatelyequalvolumeshallbeprovidedtomakeupthetotalstoragecapacity.Fortwintankssystem,providepressureswitchatdischargesideofeachupfeedwaterpumptostopthewaterpumpshouldover-pressureoccur.ThecorrespondingfaultsignalisrepeatedatguardcounteronGFoftheblock.
c.Providebucket-typestrainerbeforeinletofsumptank,whichiscleansedatregularinterval.
d.Provideautomaticself-cleaningstrainer(auto-strainer)influshsaltwatersupplysystemforthedomesticbuildingsinpublichousingestates,withaviewtoreducingthefrequencyofsuspensionofflushwatersupplyarisingfromclogginginpipeworkandpressurereducingvalves.
DCMBINo.D01/08
MinutesofBSDRPMeetingheldon14Dec2009---item3.2.1.2.1therein.
MinutesofBSDRPMeetingheldon14Dec2009---item3.2.1.2.1therein.
DCMBINo.D03/09dated18May2009.
A
M
M
M
3.StorageDistributionbetweenSumpTankandRoofTankforFreshandFlushWater:
a.Thetotalstorageistobedistributedbetweenthesumptankandrooftank.TheratioofthecapacityofthesumptankandrooftankistobeinaccordancewithHongKongWaterworksStandardRequirementsissuedbyWSDandthattheeffectivevolumeofthesumptankislargeenoughforthepumptorunforatleast3minutesevenatnoin-flowcondition.
A
4.FireServicesWaterTank:
a.Thecapacityofthesumptankislargeenoughforthepumptorunforatleast3minutesevenatnoin-flowcondition.Forfireservicesroofstoragetank,thecapacityrequirementisinaccordancewiththeCodeofPracticeforMinimumFireServiceInstallationsandEquipment.
A
5.EffectiveVolumeofWaterTank:
a.Forwatertanksusingfloatswitchestocontroltheinflow,theeffectivestorageofwateristhevolumebetweenthehighlevelcut-outpositionandthelowlevelcut-inpositionexceptFH/HRandsprinklerwatertanks.
b.Itisrecommendedtosetthelowlevelcut-inswitchesto100mmabovethetopoftheoutletpipesoftheroofwatertanksasfaraspracticable.
A
DeterminationofPumpFlowRate
6.ThepumpflowrateforthefreshandflushwaterpumpsystemsisdeterminedusingthePlumbingEngineeringServicesDesignGuide.
A
7.Thepumpflowrateforthefireservicesfeedpumpsystemissuchthattheroofstoragetankistobefilledupinlessthan6hours.
A
8.Thepumpflowratesaretobecounter-checkedagainstthoserecommendedbyWSD.Wherethereisdiscrepancy,liaisewithWSDtodeterminetheflowrate.
A
DeterminationofPumpHead
9.Thepumpheadcanbecalculatedfromthefollowingformula:
Hp=Hs+Hf+Hv
whereHp=pumptotalhead
Hs=statichead
Hf=headlossthroughstraightpiperun+
headlossthroughfittings
Hv=velocityhead(=0)
A
10.Forreference,frictionlossthroughpipeworkcanbefoundbyusingHazen-Williamsformulainaccordancewithclause18ofLPCSprinklerRulesoralternatively,usingthemethodinPlumbingEngineeringServicesDesignGuideorCIBSEGuide.
A
DeterminationofSizeofWaterRisingMain
11.Thewaterrisingmainissizedsuchthat:
a.theflowvelocityislimitedtobelow2.5m/s;
b.thefrictionallossislimitedtobelow10%oftheequivalentlength.
A
PipesandValves
12.a.Appropriatemetallicpipesandvalvesaretobeusedinhighpressurelocationwhichissubjecttohydraulicshockandmechanicalvibration,e.g.thedischargefromthepumps,therisingmainsto,anddownfeedersfrom,theroofwatertanks.Duringdesignofpipeworkandfittingsinsidepumproom,takeintoaccountthemaintenanceconsiderationinregardoftheirmountinglevel.Theycanbemountedat3mabovefinishedfloorlevelorundersoffitsofbeamsdependingonparticularsituationsatthediscretionofPBSE.
b.Foroutletvalvesofrooftanks,considerationsshouldbegiventotheiraccessibilityfordailyoperation.Theoutletvalvesshouldbelocatedabovethemainroofsuchthatthe“level”dropisnotthewholeheightofthedomesticblock,i.e.attheexternalfaçade.PAshouldbeadvisedtoallowsufficientworkingareasaroundthewatertanksforpiperunsandforerectingtheworkingplatformsandcatladderswhererequired.
A
A
13.GateandGlobeValves:
a.Agatevalveinsteadofglobevalveatthedischargesideofthewaterpumpingsystemisrecommended.
A
14.BallFloatValves:
a.Installationofballfloatvalveshouldbecarriedoutbythesub-contractor.Itisrecommendedtoinstallasfaraspracticabletheballfloatvalveatonesideofthemanhole,occupyingpartoftheopenareaofthemanholeandleavingsufficientclearanceforentrytothetankforotherpurposeasshowninFigure1.
A
DrainsforWaterLeakedfromPumpSealsinPumpRooms
15.Thewaterleakedfrompumpsealsshallbeproperlyconnectedandledtoadrainpointsuchasanopengullyatoutsideofanypumproom.
A
WATERSERVICESINSTALLATION(ByMainContractor)
16.ThescopeofwaterservicesdesignbyBuildingServicesSectionincludesallpipework,valvesandassociatedequipmentuptoandbeforethefollowingpoints,includingspecialconnectiondetails,wherenecessary:
A
a.forpotablewatersystem
i.watertapforwashingmachine,
ii.mixervalveforkitchensink,bathtub,showercubicleandwashingbasin;
b.forfloorwashingsystem
i.watertapforfloorwashing;
c.forflushingwatersystem
i.flushingcisternforwatercloset;
d.forfireserviceswatersystem
i.FSroofwatertanks.
17.Thefollowingdesigncriteriaandpracticesshallbefollowed:
a.Theworkingpressureatcoldwatertapsisintherangeof0.5–5bar.
b.Theworkingpressureatflushcisternsisintherangeof0.2–5bar.Butinordertoallowmoremarginforpressurefluctuation,ahigherminimumworkingpressureof0.7barinsteadof0.2barshouldbedesignedforthosedomesticflatsofwhichpressurereductionvalvesareinstalledinthesystemand/orwhenthedownfeedpipesareintheformofU-configurationviaG/Fresultinginextrapressurelossduetomud/gritaccumulation.Forthelatter,blow-offpointsshouldalsobeprovidedatthelowestpointstoallowpurgingofmudandgritsperiodically.
M
c.Theminimumwaterpressureatthecoldwaterinletoftowngaswaterheateris1.7barindomesticblockanddomesticelementsinnon-domesticblock.Thefollowingmaximumpressurelossfiguresshouldbeusedasareferenceindesignofwatersupplysystemandcalculationofavailablepressurebeforewaterheater.Wherenecessary,boosterpumpsystemshallbeprovided.
i.Bath/showermixerat7l/min.waterflowrate–0.25bar
ii.Showerhoseandshowerheadat7l/min.waterflowrate–0.75bar
DCMBINo.D14/99
iii.Otherpressurelosses(staticlossbetweenheightofshowerheadaboveheatercoldwaterinlet(waterheaterinstalledatapprox.1200mmabovefloor)andpressurelossinwaterpipesandfittings,andattowngaswaterheater)–0.7bar
d.AdequatepressuremarginshallbeallowedinthesystemdesigntoabsorbtheoperatingaccuracytolerancesofPRV,typicallyintherangeof+15%to–5%ofthenormalreductionratio(forexample,from2:
0.87to2:
1.05for2:
1PRV).PRVshallbesizedaccordingtomanufacturer’srecommendations,forprovidingstableperformanceinparticular.Generallythepropersizemaybesmallerthantheconnectingpipeworksizede.g.forflowratelessthan10l/s,PRVmaybesizedatonecommercialsizesmallerthanthatoftheconnectingwaterpipe.
A
18.PipeworkmaterialshallbeselectedinaccordancewiththetableinAnnex3.
19.Communalwaterpipesshouldnotpassthroughdomesticflats.
M
EquipotentialBondingforConnectionofPipesandFittingsofDissimilarMetalsUsingDielectricFittingsorEpoxy-coatedFlanges
20.EquipotentialbondingistobeprovidedbytheElectricalSub-contractoratconnectionsofpipesandfittingsofdissimilarmetalssuchascoppertoductile/castironusingdielectricfittingsorepoxy-coatedflangestoensuretheelectricalcontinuityofthepipinginstallations.
A
FRESHWATERBOOSTERPUMPINSTALLATION
21.Provideboosterpumpinstallationforfreshwatersystemwherenecessarytoprovidesufficientavailablepressuresstatedinpara.16above.
A
IRRIGATIONSYSTEMSFORPLANTINGAREAS
22.Installationofirrigationsystemsistobelimitedtoplantingareasofrestrictedaccess.Forplantingareasinexcessof1500 m2,watersupplytoirrigationpipesmaybebyusingautomaticallycontrolledgravityfeedsystemormanually/automaticallycontrolledwaterpumps.Itsadoptionisdependento
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