topic 2 water supply and storage

30
Topic 2 Water Supply and Storage

Upload: others

Post on 28-Dec-2021

5 views

Category:

Documents


0 download

TRANSCRIPT

Page 1: Topic 2 Water Supply and Storage

Topic2WaterSupplyandStorage

Page 2: Topic 2 Water Supply and Storage

2.1Introduc-on

2.1.1 Watersourcesandsupply

2.1.2 Usesofwaterinbuildingandbuildings•  UseofwaterinConstruc;on

– Asamainingredientofconcrete

– Produc;onofbuildingmaterials:bricks,steel,plas;cs

•  Nourishment

Page 3: Topic 2 Water Supply and Storage

2.1Introduc-on

•  Cleansingandhygiene

•  Transporta;on

•  Cooling

•  Ornamental•  Recrea;onal

•  Protec;veUses

– Firefigh;ng– ControlCircula;on

•  Useofwaterforpower/electricitygenera;on

Page 4: Topic 2 Water Supply and Storage

Table 2.1 Water Use and Quality in buildings

Page 5: Topic 2 Water Supply and Storage

2.12 Taskofthedesigner

• Withwateroneofthedesignersmainconcernsistoensure:

•  Qualityofthewatersupplied•  AppropriateTaskperformedbythewater

•  Economyofuse

• Matchingthequalityandquan;tyofwatertothetaskitperforms

Page 6: Topic 2 Water Supply and Storage

•  Inthiscountry,especiallyinurbanandsub‐urbanareas,thequalityofthewatersuppliedisoQendependentontheprocessesandqualitycontrolconductedbythedistribu;ngbodies,i.e.oncegovernmentbodiesbutnowcorpora;sedorpriva;zed,eg.SyarikatAirJohor,SYABASetc.

Page 7: Topic 2 Water Supply and Storage

AQerconsideringthefunc;onsofthebuilding,thedesignermustconsiderthefollowing:

•  Therolesthatwaterplayswithinit•  Determinethequan;;esofwaterneeded

•  Determinetheareasinwhichwaterwillbeused

•  Determinetheareasandequipmentassociatedwithwater’sreturntothehydrologiccycle

Page 8: Topic 2 Water Supply and Storage

2.13 Conserva-on

•  Thecurrenttasksofes;ma;ngwaterneedsisfurthercomplicatedbytheconflictbetweencurrentprac;ceandconserva;on.Currentprac;cetendstowardtheuseoflargeamountsofwaterforverylowgradetasks.Conserva;onreserveshighqualitywaterforhighgradetasksandemphasizesrecyclingaswellasreducingoverallusage.

• Watersupplyises;matedintermsofgallons/literpercapitaperday(g/cdorl/cd)

Page 9: Topic 2 Water Supply and Storage

2.3 MajorConsidera-onsofWaterSupplySystems

• WaterDistribu;on•  Sta;cPressure•  UpfeedDistribu;on•  DownfeedDistribu;on•  PrinciplesofDownfeedDistribu;on

Page 10: Topic 2 Water Supply and Storage

2.3.1 WaterDistribu;on

• Waterneedstobesuppliedtobuildingswithsufficientpressurestooperateplumbingfixtures.

•  Smallerbuildingsmaybeserveddirectlybythepressureavailableinwatermains.

•  Thisiscalledupfeeddistribu;onwherethewaterrisesdirectlyfrommainstotheplumbingfixtures

Page 11: Topic 2 Water Supply and Storage

2.3.1 WaterDistribu;on(con’t)

Fortallerbuildingsseveralotherop;onsareavailable:

•  Pumpedupfeedinwhichpumpssupplythepressureneeded

•  Hydropneuma;cinwhichpumpsforcewaterintosealedtanks,compressingcompressingtheairwithinandmaintainingtheneededwaterpressure

•  Downfeedinwhichpumpsraisewatertostoragetanksatthetopofthebuildingandwaterthendropsdowntotheplumbing

Page 12: Topic 2 Water Supply and Storage

2.3.1 WaterDistribu;on(con’t)

Inci;eswherewaterisdistributedthroughacentralizedsystemviastreetmainsatpressuresvaryingfrom50psi(350kpa)to70psi(480kpa).Forlowrisebuildingsoftwoorthreestories,thisissufficienttoactagainstthesta;cpressureofwaterstandinginthever;calpiping.Overcomethefric;onalresistanceofwaterflowinthepipesands;lldeliverwaterattherequiredpressureforopera;ngplumbingfixtures.

Page 13: Topic 2 Water Supply and Storage

2.3.2 Sta-cPressure

•  Thepressureexertedatthebodomofasta;onary“head”ofwaterisrelateddirectlytoitsheight.Forupfeedanddownfeeddistribu;on,therela;onshipofheightsandsta;cpressureisonecontrollingdesignfactor.

Page 14: Topic 2 Water Supply and Storage

2.3.3 UpfeedDistribu-on

•  Insmalllowbuildingsthathavemoderatewaterdemands,itisnotdifficulttogetproperflowpressuresatfixturesbytheuseofanupfeedsystem.Infigure2.10thetypicalupfeedsystembeginswherewatersupplyentersthebuilding.Houseshutoffcontrolsareusuallylocatedatthemain,atthecurbandwithinthehouse.Metersmeasurethewaterquan;tyforwhichtheoccupantistobecharged.Sincerecently,theysome;mesalsoservearestric;vefunc;on.

Page 15: Topic 2 Water Supply and Storage

2.3.3 UpfeedDistribu-on(con’t)

•  In‐housetreatmentisoQenperformedtoreducewaterhardnessthatcouldclogpipesandequipmentandtoreduceaciditythatcausescorrosion.Thebypassshutoffvalveisopenedwhentreatmenttanksarevalvedoffforbackwashingorotherservicing

Page 16: Topic 2 Water Supply and Storage

2.3.3 UpfeedDistribu-on(con’t)

Watercon;nuesunderpressureto:•  Supplymake‐upwatertothespacehea;ngboilerasrequired

•  Supplywatertoandpressurizethecoldwatermainsandbranches

•  Supplywatertoandpressurizethedomes;chotwatersystemthroughthehotwaterheater,thehotwaterstoragetankandthemains,branchesandcircula;nglines.

Page 17: Topic 2 Water Supply and Storage

2.3.4DownfeedDistribu-on

Fordownfeeddistribu;on,waterfromthestreetmainisliQedandfedbygravitytoaroofstoragetank.Theadvantagesofwaterstorageareasfollows:

•  Providesareserveagainstfailureofthemainssupply

Page 18: Topic 2 Water Supply and Storage

2.3.4 DownfeedDistribu-on(con’t)

•  Suddendemandsaremetfromthestoragecisternswhichcthenfillsslowly,makingthedemandonthemainmoreeven.Thisgives:

– Economyofwatermainsandthesizeoftheservicepipes

– Reducedpossibilityofmainspressuredroppingtonothingwhichcouldleadtobacksiphonageofwaterfromsanitaryappliancesintothemain

Page 19: Topic 2 Water Supply and Storage

2.3.4 DownfeedDistribu-on(con’t)

•  Reducedpressureontheinstalla;onwhichminimizesnoiseandwastageandenablesapplianceslikehotwatercylindersofreasonablegaugetobeused.

•  Hea;ngandhotwatersupplyapparatuscanbeventedtothestoragecisterntherebyminimisingsafetyvalverequirements.

Page 20: Topic 2 Water Supply and Storage

2.3.4 DownfeedDistribu-on(con’t)

Thedisadvantagesare:

•  Spaceandsupportmustbeprovidedforthestoragecistern.Inhighbuildingsapropor;onofstorageatgroundlevelisusualtosaveloadsonthebuildingandtosavespaceathighlevel

•  Storagecisternsmaybecomedirtyespeciallyifnotprovidedwithacover.

•  Drinkingwaterissupplieddirectlyfromthemain.

•  Thereducedpressuremeansthatthedistribu;ngpipeshavetobelarger.

Page 21: Topic 2 Water Supply and Storage

2.3.4 DownfeedDistribu-on(con’t)

•  Thetradi;onalmaterialforcoldwatercisternshasbeengalvanizedsheetsteelbutplas;cs(grp)andothermaterialsaremoreincreasinglyused.

•  Verylargestoragecisternsarebeingmadefrompanelsofironorsteelabout1msquare.

•  Insomecasescisternsaremadeofconcretelinedwithbitumen.

Page 22: Topic 2 Water Supply and Storage

2.3.4 DownfeedDistribu-on(con’t)

•  Whereitismoreprac;calforinstalla;onpurposes,severalsmallercisternsmaybelinkedtogethertoprovidetherequiredstorage.

•  Forlargeinstalla;onsitiscommontoprovideatleasttwocisternswithseparatelyvalvedballvalvesandoutgoes(egFigure2.12)sothatonemaybeputoutofac;onforcleaningorrepairswithoutdisrup;ngsupplies.

Page 23: Topic 2 Water Supply and Storage

2.3.4 DownfeedDistribu-on(con’t)

•  Forhighrisebuildingsitisprobablynecessarytopumpwateruptothetopofthebuildingsincetheheadinthemainisnotlikelytobeadequate.

•  Thepumpingmaybedonedirectlyfromthemainorviaasuc;ontankthatisgravityfedfromthemain.

•  Forbuildingsthatareverytallitmaybenecessarytodividethewaterdistribu;onintozonestokeepwaterpressurewithinreasonablelimits.

Page 24: Topic 2 Water Supply and Storage

2.3.4 DownfeedDistribu-on(con’t)

•  Pumpsshouldnotbeincon;nuousopera;onneithershoulditbeswitchedonandoffforeverydraw‐offofwater.

•  Figure2.12showstheuseofapneuma;cvesseltoovercomethisproblem:

– Acushionofairunderpressureismaintainedinthetopofapressurecylinder;

– whenatapisopenedtheairisabletoexpandbyforcingwateroutofthecylinderandthroughthepipework.

– Thiscon;nuesun;lthewaterleveldropstoapredeterminedpointwhenthepumpisswitchedontoraisethelevelagain.

Page 25: Topic 2 Water Supply and Storage

2.3.5 WaterDistribu-onforTallBuildings

•  Inbuildingsthatriseabove15storieszoningisnecessarytoreducethesta;cpressureatthebodomofthedistribu;ngpipes.

•  Theusualzoneheightisabout30m.

•  Figure2.13showsonemethod.Themainwaterstorageisatgroundlevelavoidingheavyloadsatthetopofthebuilding.Pumpsraisethewaterinstagesof60mbutwithcoldwatercisternsdistribu;ngtostagesof30m.

•  Drinkingwaterisdistributedusingthesamesystemusingstoragecisternsthataresealedagainstinsectsanddust.

Page 26: Topic 2 Water Supply and Storage

2.3.6 PrinciplesofDownfeedDistribu-on•  Waterpressureincreaseswithdistancebelowthetank

waterlevelascanbeseenfromfigure2.14.

•  Tanksliketheseaddinteresttothebuildingssilhouede.

Page 27: Topic 2 Water Supply and Storage

2.3.6PrinciplesofDownfeedDistribu-on(con’t)Presentlyformosthighbuildings,therooQopmaybecrowdedwith

otherequipmentandtechnicalfacili;eswhichinclude:

•  Waterstoragetanks

•  Chimneys

•  NumerousPlumbingVents•  Exhaustfans

•  Aircondi;oningcoolingtowers

•  Can;leveredrollingrigtosupportascaffoldforexteriorwindowwashing

•  Perimetertrackforawindowwashingrig

•  PhotovoltaiccellsorsolarcollectorsforDHW

Page 28: Topic 2 Water Supply and Storage

2.3.6PrinciplesofDownfeedDistribu-on(con’t)

•  Thereisalsothepossibilityofwindturbinesbecomingmoreinuseconsideringtheneedforsustainabledesign.

•  Thussincethe1960s.tallbuildingscommonlyhaveabandorscreentwostoriesormorehighabovethestructuredroof.

Page 29: Topic 2 Water Supply and Storage

Type Main Features Advantages Disadvantages

Batch System Batch tank inside collector box, potable water within collector tank

No external power, few components, collector tank at any location

Seasonal, dependent on freezing locations, heat loss at night from storage

Thermosiphon System Flat plate liquid collectors, open loop, no pump or external power, storage tank higher than collector

No external power, few components, High performance

Seasonal, dependent on freezing locations (if water is collector fluid), needs structural support for high storage tank

Closed loop freeze resistant system

Flat plate liquid collectors, closed loop piping from collectors to storage tanks, external energy (circulator and differential controller, non freezing collector fluid, pressurised stone lined storage tank

No freezing damage, no mech or elect parts, no liquid service

Temporarily stops operation at sub-zero temp as solution freezes to a slush

Drain back system Flat plate liquid (water) collectors, open loop, Potable water circulates through heat exchanger in storage tanks (not through collectors)

Can be used in the coldest climates, no antifreeze used, simplest active flat plate system (no valves)

Larger pump, larger consumption of energy, system must drain thoroughly, use of corrosion inhibitor recommended

Table 2.2 Solar Hot Water Systems

Page 30: Topic 2 Water Supply and Storage

Type Main Features Advantages Disadvantages

Drain down system Flat plate liquid collectors, potable water circulated through collectors, line pressure feeds collectors, open loop, automatic drainage valves, pitched headers

No heat exchanger or extra storage tank needed, High performance

In some instances a larger pump, larger consumption of external energy, system must drain throughly, no corrosion inhibitor possible, freeze danger with valve failure

Air to Liquid system Flat plate air collectors, air to water heat exchanger, ductwork and blower, pipes and circulator, Larger collector area than liquid systems.

Won’t freeze, (depemdent on exchange location), air leaks won’t cause damage, integrates well with space heating

Hard to detect leaks, more space required fo ducts, blower and circulator required, more carpentry, less effective

Phase change system Flat plate liquid collectors, storage tanks higher than collectors (passive type), closed looprefrigerent-grade piping from collectors to storage tanks (passive type) or to condenser (subambient type),

No external power (passive type), can be mounted at any position

Very hard to detect leaks, special equipment to install, more equipment required (subambient type)

Table 2.2 Solar Hot Water Systems (con’t)