The Sewerage of Sea Coast Towns by Henry C. Adams
page 56 of 154 (36%)
page 56 of 154 (36%)
|
cubic feet per foot in width of weir, but as the weir is only 6
in wide, we must divide this figure by 2, then 37.52/2 = 18.76 cubic feet, which is the discharge per minute. +------+ +------+ | | FIG. 13 | | | | | | | | | | | +------+ +------+ | | | | | | | | | | | | | | +------+ | | | | | | | | | +----------------------------------+ Fig. 13.-ELEVATION OF DOUBLE RECTANGULAR NOTCHED GAUGING WEIR. +------+ +------+ | \ FIG. 13 / | | \ / | | \ / | | \ / | |
|