A grouted riprap, trapezodial channel (n = 0.025) with
a bottom width of 4 meters and side slope of m= 1 carries a
discharge of 12m3/s on a 0.001 slope. Compute the backwater curve
created by a low dam that backs water up to a depth of 2m
immediately behind the dam specifically, water depths are required
at a critical diversion points that are located at a distance of
188m,423m,748m,1675m, upstream of the dam ( Take normal depth Yn
and...