hydraulic engineering problem
MASSI
flume and weir formulas require flow rate (Q) in cfs and head (H) in ft. The System below experience a flow rate of 3,0 MGD. Ignoring the losses in the 24-in, line between the Parshall flume structure and the weir structure, the water surface elevations at Points A and B ,respectively, are most nearly:
(A) 100,99, 100.41
(B) 100.99, 100.57
(Q 101.31, 100.69
(D) 101.36, 100.94
7 years ago
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