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Lecture 14

Upfeed SystemsPipe Sizing Procedure Pipe Sizing Example

Lecture 14

Upfeed SystemsPipe Sizing Procedure Pipe Sizing Example

Upfeed SystemsUpfeed SystemsUpfeed SystemsUpfeed Systems

Pressure in Upfeed SystemsPressure in Upfeed Systems

Fixture pressure head Static headFriction head lossMeter pressure loss

M: p. 929, F.21.13

Pressure in Upfeed SystemsPressure in Upfeed Systems

Proper fixture flow pressureA+ Pressure lost due to heightB+ Pressure lost due to frictionC+ Pressure lost through meterD Total street main pressure E

A: FixtureA: FixtureFlow PressureFlow Pressure

Pressure needed to get water through fixture

M: p. 987, T.21.14

B: Pressure lost due to B: Pressure lost due to heightheight

Weight of water column

M: p. 929, F.21.13

C: Pressure loss due to C: Pressure loss due to frictionfriction

Initially unknown, must be calculated based on pressure remaining after accounting for the other factors

D: Pressure lost through D: Pressure lost through metermeter

Make initial size assumption and then repeat to optimum size

M: p. 988, F.21.63a

E: Total Street Main E: Total Street Main PressurePressure

Check with water company or fire department

Pipe Sizing ProcedurePipe Sizing ProcedurePipe Sizing ProcedurePipe Sizing Procedure

1. Determine 1. Determine Supply Supply Fixture Fixture Units Units

Fixture units take into account usage diversity

M: p. 991, T.21.15

2. Calculate Demand Flow2. Calculate Demand Flow

Use curve 1 for flush valve dominated systemUse curve 2 for flush tank dominated systems

M: p. 992, F.21.65a

3. Determine the 3. Determine the “Most Critical Fixture (MCF)”“Most Critical Fixture (MCF)”

Highest and farthest from inlet main

Confirm pressure required (A)

Identify height (B)

M: p. 975, F.21.52

4. Determine Developed 4. Determine Developed LengthLength

The total length of all horizontal and vertical pipes from the main to the MCF

M: p. 1014, F.22.17

5. Determine Total 5. Determine Total Effective Length (TEL)Effective Length (TEL)

Two approaches:

1. equivalent length or2. multiply DL x 1.5

TEL= DL x 1.5

M: p. 993, T.21.16a

6. Determine Street 6. Determine Street Main Pressure (E)Main Pressure (E)

Contact utility company or fire department

7. Determine Pressure 7. Determine Pressure Available for Friction Loss Available for Friction Loss

Proper fixture flow pressureA+ Pressure lost due to heightB+ Pressure lost due to frictionC+ Pressure lost through meter D Total street main pressure E

orC=E-A-B-D

Meter Loss (D)Meter Loss (D)

Since D is unknown, pick an initial size, do calculation, repeat as needed to optimize flow

C=E-A-B-D

M: p. 988, F.21.63a

8. Determine Friction 8. Determine Friction loss/100’loss/100’

C=E-A-B-D

Δp/100’ = 100 x C/TEL

9. Verify flow 9. Verify flow for meter sizefor meter size

If flow > Total Demand (#2) repeat 7-9 at smaller diameter

If flow < Total Demand (#2) repeat 7-9 at larger diameter

M: p. 989, F.21.64a

10. Select final10. Select finalmeter sizemeter size

When flow > Total Demand (#2) stop

M: p. 989, F.21.64a

Pipe Sizing ExamplePipe Sizing ExamplePipe Sizing ExamplePipe Sizing Example

Given InformationGiven InformationSmall Office Building public numbers

2 Flush valve toilets2 Lavatories2 Drinking fountains1 Service sink

DL: 92’MCF: Flush Valve Toilet, 16’ above water mainStreet Main Pressure: 44.1 psi

1. Determine 1. Determine Supply Supply Fixture Fixture Units Units

Fixture units take into account usage diversity

M: p. 991, T.21.15

1. Determine Supply Fixture 1. Determine Supply Fixture UnitsUnits

Cold Hot Total2 Flush valve toilets 20.00 --- 20.02 Lavatories 3.00 3.00 4.02 Drinking fountains 0.50 --- 0.51 Service sink 2.25 2.25 3.0

25.75 5.25 27.5

2. Calculate Demand Flow2. Calculate Demand Flow20 WSFU out of 27.5 WSFU are flush valves Use curve 1 for flush valve dominated system

40 gpmM: p. 992, F.21.65a

3. Determine 3. Determine the Most the Most Critical Critical Fixture Fixture

Confirm pressure required (A)

15 psi

Height above main (B)

16’ 7.0 psiS. p. 987, T.21.14

4. Determine Developed 4. Determine Developed LengthLength

Developed length

92’

M: p. 1014, F.22.17

Note: this figure for generic reference only and does not illustrate the example problem

5. Determine Total 5. Determine Total Effective Length (TEL)Effective Length (TEL)

TEL= DL x 1.5 = 92 x 1.5 = 138’

6. Determine Street 6. Determine Street Main Pressure (E)Main Pressure (E)

44.1 psi

7. Determine Pressure 7. Determine Pressure Available for Friction Loss Available for Friction Loss

Proper fixture flow pressureA15.0+ Pressure lost due to heightB7.0+ Pressure lost due to frictionC ?+ Pressure lost through meter D?

Total street main pressure E44.1

Meter Loss (D)Meter Loss (D)

Pick an initial size

2” diameter… 1.4 psi

M: p. 988, F.21.63a

8. Determine Friction 8. Determine Friction loss/100’loss/100’

C=E-A-B-D = 44.1-15.0-7.0-1.4 = 20.7 psi

Δp/100’=100 x 20.7/138 = 15 psi/100’

9. Verify flow 9. Verify flow for meter sizefor meter size

At 2” Flow=150 gpm > Total Demand 40 gpm

At 1-1/2”Flow=60 gpm > Total Demand 40 gpm

(Δp/100’= 13.1)

At 1”Flow=13 gpm < Total Demand 40 gpm

(Δp/100’= 5.1)M: p. 989 F.21.64a

9. Verify flow 9. Verify flow for meter sizefor meter size

When flow > Total Demand (#2) stop

At 1-1/2”Flow=60 gpm > Total Demand 40 gpm

(Δp/100’= 13.1)

M: p. 989 F.21.64a

Pipe SizingPipe SizingUse Δp/100’= 13.1 psi/100’

Use fixture units to determine flow

M: p. 989 F.21.64a

Pipe SizingPipe Sizing

Use fixture units to determine flow

Pay attention to flush valve domination

M: p. 992 F.21.65a

Pipe SizingPipe SizingUse Δp/100’= 13.1 psi/100’

Use fixture units to determine flow

Select size which does not exceed 13.1 psi/100’

20 gpm, use 1” 10 gpm, use ¾”

Use runout sizes at each fixture

M: p. 989, F.21.64a

Runout Runout Pipe SizingPipe Sizing

Use actual flow to size runouts

Lavatory: 2 gpm

M: p.987, T.21.14

Runout Runout Pipe SizingPipe Sizing

Use Δp/100’= 13.1 psi/100’

Lavatory: 2 gpm

M: p. 989, F.21.64a

Notation SystemNotation System

Suggested for organizing data

WSFU CurveFlow Diam.

M: p. 1014, F.22.17

3.6 2 4 ¾”

2.7 2 3 ½”

Waste & Vent SystemsWaste & Vent SystemsWaste & Vent SystemsWaste & Vent Systems

FundamentalsFundamentals

Siphon action can drain water

Trap blocks sewer gas

Vent breaks siphon

M: p. 1006, F.22.8

Air GapsAir Gaps

Eliminate the potential for cross contamination

M: p. 1009, F.22.11

Vents and StacksVents and Stacks

Individual ventsCircuit ventsSoil stackVent stackStack vent

“Wet stack”

Vent through roof (VTR)

M: p. 1008, F.22.10

Note: Drain fittings are 45º

Drains & SewersDrains & Sewers

House drainHouse sewerStorm drain

Clean outsHouse trapsFresh air inlet

M: p. 1007, F.22.9

Note: Drain fittings are 45º

Waste & Vent Sizing Waste & Vent Sizing ProcedureProcedureWaste & Vent Sizing Waste & Vent Sizing ProcedureProcedure

1. Identify waste & soil locations1. Identify waste & soil locations

Clusters are more efficient

M: p. 1014, F.22.17

2. Layout system 2. Layout system vertically & horizontallyvertically & horizontally

Grouped fixtures can be stacked in a vertical riser

M: p. 1027, F.22.31

3. Size Traps3. Size Traps

Trap size is usedwhen connectingto main

M: p. 1017, T.22.2

4. Calculate 4. Calculate Drainage Fixture Drainage Fixture Units (DFU) Units (DFU)

Pipe sizes based on DFU

M: p. 1017, T.22.2.2

5. Determine loads5. Determine loads

Fixture location may control size

M: p. 1022, F.22.24

6. Determine slope and size of 6. Determine slope and size of horizontal drains horizontal drains

Slope may be constrained by depth of floor cavity

M: p. 1020, T.22.5

7. Verify maximum vent length7. Verify maximum vent length

Measured from plans

M: p. 1022, F.22.24

8. Size vents according to 8. Size vents according to DFU and length DFU and length

Calculate for each vent load and developed length

M: p. 1019, T.22.4

9. Verify space requirements 9. Verify space requirements and adjust designand adjust design

Common adjustments “Wet” walls 6” cavity Slope and ceiling exposure Cleanout access