1.

Consider a wide rigid-boundary canal with bed slope of 0.004, Manning’s n = 0.18, and depth of flow = 0.88 m. The average boundary shear stress will be

A. 17.2 × 106 N / mm2
B. 18.2 × 106 N / mm2
C. 19.2 × 106 N / mm2
D. 34.5 × 106 N / mm2
Answer» E.


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