g. Water main sizes. The water distribution system will have mains of adequate size to meet peak domes-
tic demand (see TM 5-813-l/AFM 88-10, Vol. 1) and pressure requirements at all locations. General design
criteria for water mains is given in TM 5-813-5/AFM 88-10, Vol. 5.
B-3. Example No. 2: Permanent camp.
a. Effective population.
Nonresident: Negligible
Resident: 20,000
b. Water source. Surface supply from river.
c. Treatment. Coagulation, flocculation, sedimentation, filtration, and chlorination.
d. Required daily demand and fire flows.
e.
B-2
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