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flume and weir formulas require flow rate (Q) in cfs and head (H) in ft. The System…

flume and weir formulas require flow rate (Q) in cfs and head (H) in ft. The System…

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