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Adams, Henry C., 1873-1952

"The Sewerage of Sea Coast Towns"

13 in the
following way. Suppose it is required to find the discharge in
cubic feet per minute when the depth of water measured in the
middle of the notch is 4 in Using Santo Crimp's formula the
result will be
C\/H^3 = 4.69 \/4^3 = 4.69 x 8 = 37.52
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 / |
| \ / |
| \ / |
| \ / |
| \ / |
| \ / |
| \ / |
| \ / |
| \ / |
| \/ |
| |
| |
| |
| |
| |
+----------------------------------+
FIG.


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