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A V-shaped ditch on a 0.5% slope must be designed to carry a flow rate of...

A V-shaped ditch on a 0.5% slope must be designed to carry a flow rate of 60-ft3/sec. The ditch is to be dug in non-colloidal alluvial silts. If the width of the ditch top is required to be 2.3-times its depth, ignoring freeboard,

the depth of the ditch is:

The top width of the ditch (ignoring freeboard) is:

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