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Problem 12.48 Review Part A The drainage pipe sloped downward at 0.002. (Figure 1) finished concrete and is made Determine th

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o-6m u9.0 =O.26 In the abo ve OC = 0. 6-O.26 O. 34 m. Vo-6-034 BC = 0.49137 m tan ( O.494 37 O 34 -1 55. 48 2 Area of riangleWetted perimeter (P)2 =2 O.6 x O. 96834 1 162 P = A depth (M) Hydraulic mean O.18052 1.162 M O I55353 m. Now, fLow rate (a) i

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