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According to Kennedy’s silt theory, the critical velocity ratio (Vo) in a canal is proportional to flow depth (D) raised to the power:

A0.50
B0.64
C1.00
D1.76

Explanation

Kennedy’s empirical formula for critical non-silting non-scouring velocity is Vo = 0.55 * m * D^0.64, where m is CVR and D is depth of flow.

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