= 1.5 m, For the water channel flow of Fig. P3.140, hị H = 4 m, and V = 3 m/s. Neglecting losses and assuming uniform flow at sections 1 and 2, find the downstream depth h2, and show that two realistic solutions are possible. hi h2 H V2 Р3.140
= 1.5 m, For the water channel flow of Fig. P3.140, hị H = 4 m, and V = 3 m/s. Neglecting losses and assuming uniform flow at sections 1 and 2, find the downstream depth h2, and show that two realistic solutions are possible. hi h2 H V2 Р3.140
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
Transcribed Image Text:= 1.5 m,
For the water channel flow of Fig. P3.140, hị
H = 4 m, and V = 3 m/s. Neglecting losses and assuming
uniform flow at sections 1 and 2, find the downstream
depth h2, and show that two realistic solutions are possible.
hi
h2
H
V2
Р3.140
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