Elements of Water Supply Engineering |
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amount assumed average basin capacity Catskill aqueduct cent centrifugal chlorine computed considerable considered construction consumption cost curve demand depends depth determined developed discharge distribution drainage area effect elevation embankment engineering equal estimated examination factors feet filter fire flow forces formations gage gallons give given ground water head important inches increase indicate intake iron joints less located loss material maximum means measuring metered method miles million municipal natural necessary needed noted obtained occurs operation period pipe placed plant population possible precipitation present pressure public water supply pumping quantity rainfall reason records reservoir River rock run-off sample sand shown shows slope soil spring square standard station storage stream structure surface Table tests tion treatment unit usually valve variations varies wall water supply weight yield