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This document discusses flow through a channel that divides into two branches, one with a bump and one with a sluice gate. It is given that the main channel is 11m wide, the bump channel is 6m wide, and the gate channel is 5m wide. The bump is 0.5m high and the water upstream is 1.3m deep. Bernoulli equations are used to calculate: 1) Flow in the bump channel is 8.1 m3/s. 2) Flow in the gate channel is 4.7 m3/s. 3) Total flow in the main channel is the sum of the two branches, which is 12.8 m3/s.

Author

Yağmur Nur

Language

EN