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The Sewerage of Sea Coast Towns by Henry C. Adams
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.



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| | FIG. 13 | |
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+----------------------------------+

Fig. 13.-ELEVATION OF DOUBLE RECTANGULAR NOTCHED GAUGING WEIR.


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| \ FIG. 13 / |
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