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

written 6.7 years ago by | modified 2.6 years ago by |

**Subject:** Applied Hydraulics-II

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

**Difficulty:** High

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

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