Prove that head loss in a hydraulic jump formed in a rectangular channel may be expressed as :

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written 8.1 years ago by

praneethatarigopala • 0

modified 4.0 years ago by

phenjoisilab • 0

Subject: Applied Hydraulics-II

Topic: Flow Through Open Channel(Non-Uniform Flow)

Difficulty: High

$\Delta E=\frac{(V_1-V_2)^3}{{2g}({V_1+V_2})}$

applied hydraulics

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