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What is Trapezoidal Channel Discharge Analysis about?

Given: Rh = A = 120 = 10m Depth (y) = 6m P 12 + 2(6)√1 + (8/6)2 Bottom width (b) = 12m = 18 + 2√49 = 36m Side slope (m) = 8/6 (rise/run) Flow Area (A) = (b + my)y = (12 + (8/6)×6)×6 = 120 m2 Wetted Perimeter (P) = b + 2y√(1 + m2) = 12 + 2×6√(1 + (8/6)2) =

Author

mohd irfan

Language

EN