JPT_RMP_C1

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    SANITATION PLUMBINGDESIGN AND INSTALLATION

    Public to Private Connection Basics

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    Parts of the Col !ater Distribution S"ste#

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    Parts of the Col !ater Distribution S"ste#

    Service Pipe% &i&e fro# the street 'ater#ain or other source of 'ater su&&l" to thebuilin( serve

    Water Meter% evice use to #easure inliters or (allons the a#ount of 'ater that&asses throu(h the 'ater service

    Horizontal Supply Main-the &rinci&al'ater istribution &i&e runnin( fro# the

    'ater #eter fro# 'hich the variousbranches an risers to the )*tures are

    ta+en

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    Parts of the Col !ater Distribution S"ste#

    Riser% a 'ater su&&l" &i&e e*tenin(verticall" to one full stor" or #ore toconve" 'ater into &i&e branches or

    &lu#bin( )*tures Fixture Branch% the 'ater su&&l" &i&e

    bet'een the )*ture su&&l" &i&e an the

    'ater%istributin( &i&e Valves% use for control, isolation an

    re&air of the 'ater istribution s"ste#

    Stora(e Tan+s

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    Su&&le#entar" De)nitions-!ater Distribution S"ste#.

    Air Gap -!ater Distribution. %Anunobstructe vertical istance throu(h thefree at#os&here bet'een the lo'est

    o&enin( fro# an" &i&e or faucet conve"in(&otable 'ater to the /oo%level ri# of an"tan+, vat or )*ture

    Bac!o" % The /o' of 'ater or otherli0uis, #i*tures or substances into theistributin( &i&es of a &otable su&&l" of'ater fro# an" source other than fro# its

    intene source

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    Su&&le#entar" De)nitions-!ater Distribution S"ste#.

    Battery o# Fixtures - An" of t'o or #oresi#ilar a1acent )*tures 'hich ischar(einto a co##on hori2ontal soil or 'aste

    branch $ross- $onnection - An" connection or

    arran(e#ent bet'een a &otable 'atersu&&l" s"ste# an an" &lu#bin( )*ture oran" tan+, rece&tacle, e0uient or evicethrou(h 'hich enables conta#inate 'ateror other substances to enter into an" &art of

    the s"ste#

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    Su&&le#entar" De)nitions-!ater Distribution S"ste#.

    Fixture Branch -The 'ater su&&l" &i&ebet'een the )*ture su&&l" &i&e an the'ater istributin( &i&e

    Floo% &evel -The level in a )*ture at'hich 'ater be(ins to over/o' over the to&or ri# of the )*ture

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    Su&&le#entar" De)nitions-!ater Distribution S"ste#.

    Goosenec - A /e*ible tubin( connectionbet'een a service &i&e an 'ater #ain3 Areturn ben of s#all%si2e &i&e co##onl"

    use as a faucet Rou'hin' in -The installation of all &i&in(

    an )ttin( &arts of the &lu#bin( s"ste#,'hich can be co#&lete &rior to theinstallation of )*tures an accessories4These inclue sanitar" an stor# raina(e,ta&, hot an chille 'ater su&&lies, (as

    &i&in(s an the necessar" )*ture su&&orts4

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    5ou(hin(%in

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    !ater Su&&l" Distribution Sche#es

    U&fee S"ste#

    Do'nfee S"ste#

    Pneu#atic6Air%Pressure S"ste#

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    Air Pressure S"ste# -Pneu#atic.

    Use 'hen &ressure su&&lie b" cit" 'ater su&&l" is

    inae0uate

    Co#&resse air is use to raise an &ush 'ater

    into the s"ste#

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    Do'nfee 6Overheafee 6Gravit" S"ste#

    !ater is &u#&e into a lar(e tan+ on to& of the

    builin( an is istribute to the )*tures b" #eansof (ravit"

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    ADVANTAGES DISADVANTAGES

    (p#ee% Syste)

    1. Eliminates extra cost of pumps & tanks. 1. Pressure from water main is inadequate to

    supply tall buildings.

    2. Water supply is affected during peak loadhour.

    Air Pressure Syste)

    1. With compact pumping unit.

    2. anitary due to air tight water chamber.

    !. "xygen in the compressed air ser#es as

    purifying agent.

    $. %ess initial construction & maintenance cost

    . 'daptable air pressure.

    1. Water supply is affected by loss of pressure

    inside the tank in case of power

    interruption.

    2. (aximum )oning for each system is 1*

    floors.

    *verhea%#ee% Syste)

    1. Water is not affected by peak load hour.

    2. +ot affected by power interruptions.

    !. ,ime needed to replace broken parts does

    not affect water supply.

    1. Water is sub-ect to contamination.

    2. igh maintenance cost.

    !. "ccupies #aluable space.

    $. /equires stronger foundation and other

    structure to carry additional load of tank and

    water.

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    Ma*i#u# an Probable De#an

    Maxi)u) +e)an%7 refers to the #a*i#u#'ater ischar(e for &lu#bin( )*tures in ter#s ofunits4 The #a*i#u# e#an of 'ater su&&l" ise0ual to the total )*ture units in a &lu#bin(

    s"ste# 'herein one unit is a&&ro*i#atel" valueat ,. 'allonsof 'ater ischar(e &er #inute

    Pro/a/le +e)an%7 also referre to as the Pealoa%, it is the &robable a#ount of 'ater

    ischar(e at an" (iven ti#e4 The fe'er thenu#ber of )*tures installe the hi(her the&ercenta(e of &robabilit" of their si#ultaneoususe4

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    !S8U

    WSF( are use% to %eter)ine "atersupply to 0xtures an% their servicesyste)s

    The !ater Su&&l" 8i*tureUnits (WSFU) are e)ne b" the Unifor#Plu#bin( Coe -UPC., an can be use toeter#ine the 'ater su&&l" to )*turesan their service s"ste#s4

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    !ater Su&&l" 8i*ture Unit

    0an e sed ,o 3etermine ,he Water upply ,o

    4ixtures 'nd ,heir er#ice ystems.

    1 W4 5 6 7P(

    1 gallon 5 !.89 %iters

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    !ater Su&&l" 8i*ture Unit -Table 9%:.

    FIXTURE PRIVATE PUBLIC

    '/ :+; 1 2

    ',, 2 $

    :3E, 2 $

    3E+,'% +:, "/ 0P:3"/ 1

    3/:+;:+7 4"+,':+ 1 2

    "E : "/ :%% 0"0; !

    %'+3/< , 2 $

    %'=',"/< 1 2

    3E+,'% %'=',"/< 1 1

    %'W+ P/:+;%E/ 1 1

    (":%E "(E > >

    "WE/ 2 $

    '/ :+; 1 2

    4%:+7 /:( :+; 1*

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    !ater Su&&l" 8i*ture Unit -Table 9%:.

    FIXTURE PRIVATE PUBLIC

    DISHWASHER 2 4

    WASH UP/CIRCULAR SPRAY SINK 4

    WASH UP/EACH SET OF FAUCETS 2

    FLUSH TANK URINAL 3

    PEDESTAL TYPE URINAL 10

    STALL URINAL 5

    WALL HUNG URINAL 5

    FLUSH TANK WATER CLOSET 3 5

    ECONOMICAL FLUSH WATER CLOSET 2.5 4

    FLUSHOMETER TANK WATER CLOSET 3 5

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    !ater Su&&l" 8i*ture Unit-UPC.

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    P5OBABILIT; of SIMULTANEOUS USE of8I to * 2 ? *@

    * or more 1* ? 2@

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    Process

    =4 Ientif" if Pro1ect is Private or PublicUse4

    >4 Co#&ute Total !ater Su&&l" 8i*ture

    Unit4?4 Multi&l" T!S8U to @4: (allons -=

    !S8U @4: (allons therefore (allons

    &er #inute. to (et Ma*i#u# De#an44 Multi&l" T!S8U to Percenta(e of

    Si#ultaneous Use to (et 5euction8actor4

    :4 Subtract fro# Ma*i#u# De#an fro#

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    DETE5MINING OT !ATE5 DEMAND

    %in& of Bui$&in# A'er"#e (or)in#Lo"&

    choolA "fficeA and

    :ndustrial "ccupancy

    2@

    /esidential !@

    otels and /estaurants *@

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    Process

    =4 Deter#ine Occu&ant Loa -E*a#&le7 9Persons.

    >4 Deter#ine Builin( T"&e -5efer to Table Belo'.

    ?4 Multi&l" Occu&ant Loa to (allons &er &erson

    &er hour

    *ccupancy Gallons per Person

    per Hour

    Co##ercial to :

    Institutional > to ?

    A&art#ent -Multi%8a#il".

    otels to =

    8actories to 9

    5esiential -Sin(leousehol.

    =

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    Process

    4 Multi&l" Co#&ute Ma*i#u# De#anto Avera(e !or+in( Loa to (etProbable De#an4

    :4 Convert erive Probable De#an toCubic Meter4 -= cubic #eter >9(allons.