A rectangular-shaped irrigation channel with a width of 5 m, a side slope of m = 26, and a manning coefficient of n=0.02
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A rectangular-shaped irrigation channel with a width of 5 m, a side slope of m = 26, and a manning coefficient of n=0.02
A rectangular-shaped irrigation channel with a width of 5 m, a side slope of m = 26, and a manning coefficient of n=0.02. Calculate the normal and critical depth.