Find the normal depth of flow in a straight and uniform

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Find the normal depth of flow in a straight and uniform triangular road ditch that has been excavated recently and is free of weeds. The side slopes are 3:1 and the longitunidal ditch slope is 0.001. The design discharge is 1.5 ft^3/s. If the persmissible shear stress to avoid erosion is 0.05 lb/ft^3, is the channel stable?

Reference no: EM132416467

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