WATER-SUPPLY SYSTEM SELECTION
Choose the type of water-supply system for a city having a population of 100,000 per-
sons. Indicate which type of system would be suitable for such a city today and 20 years
hence. The city is located in an area of numerous lakes.
Calculation Procedure:
- Compute the domestic water flow rate in the system
Use an average annual domestic water consumption of 150 gal per capita day (gcd) (6.6
mL/s). Hence, domestic water consumption = (150 gal per capita day)( 100,000 persons) =
15,000,000 gal/day (657.1 L/s). To this domestic flow, the flow required for fire protec-
tion must be added to determine the total flow required. - Compute the required flow rate for fire protection
Use the relation Qf= 1020(P)
05
[1 - 0.01(P)
05
], where Qf= fire flow, gal/min; P = popu-
lation in thousands. So Qf= 1020(10O)^05 [1 - 0.01 x (10O)^05 ] - 9180, say 9200 gaVmin
(580.3 L/s). - Apply a load factor to the domestic consumption
To provide for unusual water demands, many design engineers apply a 200 to 250 percent
load factor to the average hourly consumption that is determined from the average annual
consumption. Thus, the average daily total consumption determined in step 1 is based on
an average annual daily demand. Convert the average daily total consumption in step 1 to
an average hourly consumption by dividing by 24 h, or 15,000,000/24 = 625,000 gal/h
(657.1 L/s). Next, apply a 200 percent load factor. Or, design hourly demand =
2.00(625,000) = 1,250,000 gal/h (1314.1 L/s), or 1,250,0007(60 min/h) = 20,850, say
20,900 gal/min (1318.4 L/s). - Compute the total water flow required
The total water flow required = domestic flow, gal/min + fire flow, gal/min = 20,900 +
9200 = 30,100 gal/min (1899.0 L/s). If this system were required to supply water to one
or more industrial plants in addition to the domestic and fire flows, the quantity needed by
the industrial plants would be added to the total flow computed above. - Study the water supplies available
Table 7 lists the principal sources of domestic water supplies. Wells that are fed by
groundwater are popular in areas having sandy or porous soils. To determine whether a
TABLE 7. Typical Municipal Water Sources
Source
Groundwater
Surface freshwater (lakes,
rivers, streams, impounding
reservoirs)
Surface saltwater
Collection method
Wells (artesian, ordinary,
galleries)
Pumping or gravity flow
from submerged
intakes, tower intakes,
or surface intakes
Desalting
Remarks
30 to 40 percent of an area's
rainfall becomes
groundwater
Surface supplies are
important in many areas
Wide-scale application under
study at present