Pipes for water distribution in a building are available in various sizes. Determination of suitable pipe sizes for various purposes in a building based on various factors such as cost, pressure etc. are discussed.
Table of Contents
- 1 Factors Influencing Selection of Water Distribution Pipe Size in Buildings
- 2 Procedures for Determination of Pipe Sizes for Water Distribution in Buildings
Following points regarding pipe sizes in buildings are discussed:
- What are the factors that influence the selection of water distribution pipe size in buildings?
- Procedures used for the determination pipe sizes for water distribution in buildings
Fig.1: Different Pipe Sizes to Distribute Water in Buildings
Factors Influencing Selection of Water Distribution Pipe Size in Buildings
- Cost effectiveness
- Pressure at the source of water supply
- Required pressure at each outlet fixture (examples of outlet fixture are bathtubs, channel drains, bidets, drinking fountains, kitchen sinks, bathroom sinks, showers and others)
- The loss of pressure of outlets placed above water source. Loss of pressure is commonly caused by friction of water. The friction is occurred due to flow of water in pipes, water flow meter, and backflow preventer.
- Restriction on water flow velocity to avoid noises and pipe erosion.
- Extra capacity of possible expansion in the future. Generally, the additional capacity if around 10 percent.
- Economic considerations govern the selection process to a great extent. But other factors explained above may enforce the use specific pipe size other than the most economical ones.
Procedures for Determination of Pipe Sizes for Water Distribution in Buildings
- Draw all suggested horizontal mains, risers and branch lines with necessary information includes types and number of fixtures and flow that is needed.
- Calculate fixtures demand weight employing Table 1 and Table 2.
- Specify water demand in gallon per millimeter using Figure 2 and Figure 3 and total number of fixture units.
- Estimate equivalent length of the pipe for each stack in the system. This step should start from the street main.
- Determine average minimum pressure in the street main. This can be obtained from Water Company or by test.
- Specify minimum pressure required for the highest fixture
- Calculate the loss of pressure in the pipes using the computed equivalent length of the pipe.
- Finally, select the size of the pipe using Figure 4.
- Unit sizes provided in the table 1 and table 2 is in mm, but the size of pipes in the chart is in inch. 1 inch= 25.4mm, 1 ft. = 304.8mm, 1 gallon/m=3.785L/m.
- Water velocity should not be greater than 2.438m/s at valve seat to prevent noise and erosion. So, Pipe area should be at least equal to water flow rate divided by eight.
- Sizes for fixture supply pipes provided in table 1 and table 2 are minimums.
Table-1: Fixture Units, Trap and Connection Sizes for Plumbing Fixtures for Domestic Waters
|Types of fixture||Domestic water|
|Fixture-unit value as load factors||Minimum size of connections, mm|
|Private||Public||Hot water||Cold water|
|Bathtub (with or without overhead shower||2||4||12.7||12.7|
|Combination sink and tray||3||–||12.7||12.7|
|Combination unit and tray with food disposal unit||4|
|Dish water, domestic||2|
|Kitchen sink, domestic, with food waste grinder||3|
|Lavatory, barber, beauty parlor||2|
|Laundry tray (1 or 2 compartments)||2||4||12.7||12.7|
|Shower, per head||2||4||12.7||12.7|
|Sinks Flushing rim (with valve)||2||19.05||19.05|
|Sinks Service (trap standard)||3||12.7||12.7|
|Sinks Service (P trap)||2||4||12.7||12.7|
|Sinks Pot, scullery,||4|
|Urinal, pedestal, siphon jet, blowout||10||25.4|
|Urinal, wall lip||5||12.7|
|Urinal with flush tank||3|
|Wash sink (circular or multiple) each set of faucets||2||12.7||12.7|
|Water closet, tank-operated||3||5||19.05|
|Water closet, valve-operated||6||10||25.4|
Table-2: Fixture Units, Trap and Connection Sizes for Plumbing Fixtures for Drainage
|Types of fixture||Drainage|
|Fixture-unit value as load factors||Minimum size of trap, mm|
|Bathtub (with or without overhead shower||2||38.1|
|Combination sink and tray||2|
|Combination unit and tray with food disposal unit||3|
|Dish water, domestic||2||38.1|
|Kitchen sink||2 or 3||38.1|
|Kitchen sink, domestic, with food waste grinder||2|
|Lavatory, barber, beauty parlor||2|
|Laundry tray (1 or 2 compartments)||2|
|Shower, per head||2||50.8|
|Sinks Flushing rim (with valve)||6||76.2|
|Sinks Service (trap standard)||3|
|Sinks Service (P trap)||3||50.8|
|Sinks Pot, scullery,||3||38.1|
|Urinal, pedestal, siphon jet, blowout||6||76.2|
|Urinal, wall lip||2||38.1|
|Urinal with flush tank||2||38.1|
|Wash sink (circular or multiple) each set of faucets||3|
|Water closet, tank-operated||4||76.2|
|Water closet, valve-operated||6|
Fig.2: Domestic Water Demand Curve Specify Rate of Flow Using the Number of Fixture Units Served
Fig.3: Domestic Water Curve, Enlarged Portion for Low Water Demand
Fig.4: Determination of flow in copper tubing and other pipes that will be smoothed after service of 15 to 20 years
ASPE. Plumbing engineering design handbook: Engineer’s guide to system design and construction. Chicago: American Society of plumbing engineers , v. I, 2004.
FREDERICK S. MERRITT, JONATHAN T. RICKETTS. Building design and construction hand book. 6th edition. ed. New York: McGRAW-HILL, 2001.
GESAP, Water Supply Facilities 2017. Accessed on: 30 Sep. 2017.