HYDRAULIC JUMP AND SPECIFIC FORCE CONCEPT Proof that the minimum specific Force in an arbitrary cross-section occurs at critical depth:
(dF)/(dy)=0,(Q^(2))/(g)=(A^(3))/(T)
This is a condition which is valid for critical flow condition 84

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HYDRAULIC JUMP AND SPECIFIC FORCE CONCEPT Proof that the minimum specific Force in an arbitrary cross-section occurs at critical depth:

(dF)/(dy)=0,(Q^(2))/(g)=(A^(3))/(T)

This is a condition which is valid for critical flow condition 84

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