water pipes

Plumbing System Design

Key Considerations in Plumbing System Design

  1. Water Quality and Quantity

Water supplied to buildings must be of suitable quality for consumption and use, with sufficient quantity for operational needs.

  1. Pipe Materials

Plumbing pipe materials are standardized for water distribution. Building plumbing typically uses Galvanized Steel Pipe, Black Steel Pipe, Copper Pipe, Cast Iron Pipe, or Plastic Pipe (PE, PVC).

  1. Building Plumbing System

As a principle, pipes should be installed in straight lines to achieve the shortest distance (for cost efficiency).

Plumbing System for Buildings up to 3 Floors

Plumbing System for Buildings up to 3 Floors

Plumbing System for Buildings up to 10 Floors

Plumbing System for Buildings up to 10 Floors

Types of Building Water Distribution Systems

Building water distribution systems can be divided into 2 types based on design:

  1. Upfeed System

The upfeed system distributes water upward through the building height, suitable for buildings up to 10 floors and less than 10,000 square meters.

Upfeed System

Upfeed System

  1. Downfeed System

The downfeed system distributes water downward from the top floor, suitable for tall buildings and large buildings.

Downfeed System

Downfeed System

Water distribution in high-rise buildings can be divided into multiple zones for easier maintenance and pressure management.

Downfeed System

Downfeed System with Multiple High Tanks

In downfeed systems with rooftop water tanks, plumbing fixtures and water-using equipment on upper floors may have insufficient water pressure and volume. Therefore, the upper floor water system is separated and a “pressure tank” is added to increase pressure and water volume for adequate usage.

Plumbing System

Combined System

Water Hammer

Water hammer occurs when flowing water is suddenly blocked (by closing valves or faucets). When water cannot continue flowing, it creates impact and backflow, causing pipe vibration, noise, and accelerated pipe damage.

Water hammer pressure can be calculated using the formula:

P = 14.8V

Where:

P = Pressure increase from water hammer (unit: bar)

V = Water velocity (unit: meters/second)

We can see that internal pipe pressure increases 4-8 times normal operating pressure.

Water Hammer

Water Hammer

Water Hammer Prevention

We can prevent water hammer by installing devices that “absorb pressure wave energy” (water hammer arrestor) in the pipe system. The simplest device is called an Air Chamber, which is a water pipe extended beyond the fixture connection.

Air Chamber

Air Chamber (from dongilmt.com)

Water Hammer

Using Air Chambers for Multiple Fixtures

Flow Rate and Pressure Requirements for Plumbing Fixtures

Each type of plumbing fixture requires specific pressure and flow rates as recommended by manufacturers. Minimum pressure and flow rates for common fixtures can be found in the table below.

Table showing pressure and flow rates for common plumbing fixtures

Plumbing Fixtures

Pressure
bar (psi)

Flow Rate
Lps (gpm)

Ordinary basin faucet

0.55 (8)

0.19 (3)

Self-closing basin faucet

0.84 (12)

0.16 (2.5)

Sink faucet (15 mm.)

0.35 (5)

0.28 (4.5)

Bathtub faucet

0.35 (5) 

0.38 (6)

Laundry tub cock

0.35 (5)

0.32 (5)

Shower

0.84 (12)

0.32 (5)

Ball cock for closet

1.00 (15)

0.19 (3)

Flush valve for closet 0.7-1.4 (10-20)

0.9 – 2.5 (15 – 40)

Flush valve for urinal

1.00 (15)

0.95 (15)

Due to varying pipe pressure, installing flow control devices for fixtures provides these benefits:

  1. Can limit necessary flow rates for each type of fixture
  2. Enables more precise pipe design
  3. Saves energy in the water system
Flexible Orifice

Flexible Orifice (image from bertfelt.com)

Daily Water Demand

Different types of buildings have varying daily water demands, typically ranging from 75-300 liters (20-80 gallons). Daily water demand for buildings can be found in the table below.

Building Type Water Demand
Liters/Person/Day
Residential Buildings/Apartments

100 – 300

Office Buildings

40 – 70

Hospitals

600 – 1200

Schools

50 – 80

Hotels

200 – 400

Dormitories

200 – 300

Laundries

20 – 40

Airports

15 – 25

Pipe Sizes for Plumbing Fixtures

Plumbing pipe sizes for different fixtures are specified to ensure adequate water supply and appropriate pressure, as shown in the table below.

Table showing minimum pipe sizes for each type of fixture

Type of Fixture

Pipe Size mm. (inches)

Bathtub

15 (1/2)

Drinking fountain

10 (3/8)

Dishwasher

15 (1/2)

Lavatory

15 (1/2)

Shower

15 (1/2)

Urinal with angle valve

15 (1/2)

Urinal with flush valve

20 (3/4)

Water closet with flush tank

15 (1/2)

Water closet with flush valve

25 (1)

Hose bib

15 (1/2)

Service sink

20 (3/4)

Maximum Water Demand Estimation

In pipe system design, we must consider:

    • Having sufficient water for fixtures in use
    • Number of fixtures used simultaneously

Fixture water demand is measured in fixture units (FU). We can find water demand by totaling FU values for that pipe, then determining flow rate from Hunter’s curve.

We can calculate water flow rate as follows:

1. Total the FU values for that pipe using the table below

Table showing FU values for fixtures

Fixtures

Valve Type

Building Type

Cold Water

Hot Water

Water Closet

Flush Valve

Public

10

Water Closet

Flush Tank

Public

5

Urinal

Flush Valve

Public

10

Urinal

Flush Valve

Public

5

Urinal

Flush Tank

Public

3

Lavatory

Regular Valve

Public

1.5

1.5

Bathtub

Regular Valve

Public

3

3

Shower

Regular Valve

Public

3

3

Service Sink

Regular Valve

Office

2.25

2.25

Kitchen Sink

Regular Valve

Hotel, Restaurant

3

3

Drinking Fountain

Regular Valve

Office

0.25

Water Closet

Flush Valve

Private

6

Water Closet

Flush Tank

Private

3

Lavatory

Regular Valve

Private

0.75

0.75

Lavatory

Regular Valve

Private

1.5

1.5

Kitchen Sink

Regular Valve

Private

1.5

1.5

2. Find water flow rate from Hunter’s curve

Hunter’s Curve Maximum Water Demand Table

For systems with flush tanks
(Flush Tank)
Total FU

For systems without flush tanks
(Flush Tank)
Required flow rate
(gpm)

For systems without flush tanks
(Flush Valve)
Required flow rate
(gpm)

6 5
8 6.5
10 8 27
12 9.2 28.6
14 10.4 30.2
16 11.6 31.8
18 12.8 33.4
20 14 35
25 17 38
30 20 41
35 22.5 43.8
40 24.8 46.5
45 27 49
50 29 51.5
60 32 55
70 35 58.5
80 38 62
90 41 64.5
100 43.5 67.5
120 48 72.5
140 52.5 77.5
160 57 82.5
180 61 87
200 65 91.5
225 70 97
250 75 101
275 80 105.5
300 85 110
400 105 126
500 125 142
750 150 178
1000 208 208
1250 240 240
1500 267 267
1750 294 294
2000 328 328
2250 348 348
2500 375 375
2750 402 402
3000 432 432
4000 525 525
5000 593 593
6000 643 643
7000 685 685
8000 718 718
9000 745 745
10000 769 769
Hunter-Curve

Hunter's Curve

3. Adjust maximum water demand rate using Water Factor

Multiply Water Factor by flow rate from Hunter’s Curve

Water Factor Table for Hospitals

FU

Water Factor

Less than 400

1

401 – 600

0.9

601 – 1,200

0.77

1,201 – 1,500

0.74

1,501 – 2,000

0.7

2,001 – 2,500

0.69

2,501 – 3,000

0.68

3,001 – 4,000

0.65

4,001 – 5,000

0.64

5,001 – 6,000

0.63

6,001 – 8,000

0.62

8,001 – 10,000

0.61

10,001 – 13,000

0.6

Water Factor Table for Office Buildings, Schools and Apartments

FU

Water Factor

Less than 400

1

401 – 600

0.87

601 – 900

0.75

901 – 1,200

0.64

1,201 – 1,500

0.63

1,501 – 2,000

0.61

2,001 – 2,500

0.60

2,501 – 3,000

0.59

3,001 – 4,000

0.58

4,001 – 5,000

0.56

5,001 – 6,000

0.56

6,001 – 7,000

0.56

7,001 – 8,000

0.55

*For showers and lavatories, add flow rates afterwards

Pipe Size Calculation

We can calculate water flow rate using the basic equation:

Q = AV

Where:

Q = Flow rate (unit: gpm)

A = Pipe cross-sectional area

V = Water velocity in pipe

Due to pipe wall roughness causing turbulent flow, resulting in pipe friction and pressure drop, we can calculate pressure drop using the Hazen-Williams formula:

hf = (4.727/D4.87) L(Q/C)1.85

Where:

hf = Pressure drop (unit: ftw)

D = Pipe diameter (unit: ft)

L = Pipe length (unit: ft)

Q = Flow rate (unit: ft3/s)

C = Surface Coefficient of pipe

C value depends on pipe wall roughness. In practice, using Q = AV and Hazen-Williams formula is not practical, so the formula is converted to graphs for direct reading of pipe size, water velocity, flow rate and pressure drop.

friction loss

Friction Loss Table - Pipe Schedule 40

In design, water velocity in pipes should be between 1.2-2.4 meters/second or 4-8 feet/second, and should not exceed 3 meters/second to prevent noise and reduce pipe and valve erosion.The table below provides data to help design branch pipes

Table showing number of 15 mm (1/2 inch) branch pipes that can be connected to plumbing pipes

Plumbing Pipe Size mm. (inches)

Number of pipes that can be connected under normal use

Number of pipes that can be connected
when all are used simultaneously

15 (1/2)

1 1

20 (3/4)

4 3

25 (1)

10 6

30 (1-1/4)

20 12

40 (1-1/2)

30 20

50 (2)

50 35

65 (2-1/2)

90 60

80 (3)

125 85

100 (4)

225 150

Table showing number of 25 mm (1 inch) flush valves that can be connected to plumbing pipes

Plumbing Pipe Size mm. (inches)

Number of 25 mm flush valves that can be connected

30 (1-1/4)

40 (1-1/2)

2 – 4

50 (2)

5 – 12

65 (2-1/2)

13 – 25

80 (3)

26 – 40

100 (4)

41 – 100

*Count two 20 mm flush valves as equivalent to one 25 mm flush valve, and use 25 mm supply pipe

Pressure Drop in Pipes

In water pipe systems, water flows through straight pipes, fittings, and various valves. In design, we use equivalent length, meaning the length of straight pipe of the same size as the fitting or valve that would give the same pressure drop as the device. The table below shows equivalent lengths of fittings and devices in meters.

Table showing equivalent lengths of fittings and devices (unit: meters)

Pipe Size
mm. (inches)

90° Elbow

45° Elbow

Tee
Branch
(Tee 90°)

Tee
Straight Through

Gate Valve

Globe Valve

Angle Valve

10 (3/8″)

0.8

0.2

0.5

0.1

0.06

2.4

1.2

15 (1/2″)

0.6

0.4

0.9

0.2

0.12

4.5

2.4

20 (3/4″)

0.8

0.5

1.2

0.25

0.15

6

3.6

25 (1″)

0.9

0.6

1.5

0.3

0.18

7.6

4.5

30 (1-1/4″)

1.2

0.7

1.8

0.4

0.25

11

5.5

40 (1-1/2″)

1.5

0.9

2.1

0.5

0.3

14

6.7

50 (2″)

2.1

1.2

3

0.6

0.4

17

8.5

65 (2-1/2″)

2.4

1.5

3.6

0.8

0.5

20

10

80 (3″)

3

1.8

4.5

0.9

0.6

24

12

100 (4″)

4.2

2.4

6.4

1.2

0.8

38

17

125 (5″)

5.1

3

7.6

1.5

1

42

21

150 (6″)

6

3.6

9

1.8

1.2

50

24

Example Calculation 1

A two-story building has the following fixtures. What size main water pipe is needed for adequate supply?

  • 2 Water closets with flush tanks
  • 3 Lavatories
  • 1 Kitchen sink
  • 1 15mm faucet

We can find fixture quantities from the FU table:

  • 2 Water closets = 2 x 3 = 6 FU
  • 3 Lavatories = 3 x 1 = 3 FU
  • 1 Kitchen sink = 1 x 2 = 2 FU

Total = 11 FU

From Hunter’s Curve table, 11 FU equals 8.5 gpm

From water factor table, we get 1.0

If the faucet is used simultaneously with other fixtures, and faucet flow rate is 5 gpm

Water flow rate in pipe = 8.5 + 5 = 13.5 gpm or (13.5 x 3.785)/60 = 0.85 lps (liters/second)

From the pipe sizing graph, we find:

Should use 20 mm pipe with water velocity 2.8 meters/second and pressure drop about 80-100 meters, but since pressure drop is too high, we’ll change to 25 mm pipe (larger) with water velocity about 1.7 meters/second and pressure drop 25 meters

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