Q1) Mott recommends the following formula for the friction head loss hf, for flow through a pipe of length L and diameter D: where Q is the volume flow rate , A is the pipe cross-section area , and Ch is a dimensionless coefficient . Determine the dimensions of hf? 1.85 hf = LG 0.551. A. Ch. D0.63-

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A: v=QA=3π4×0.52=15.29ftsecRe=vDν=15.29×0.53.33×10-3=2296ksd=0.00020.5=4×10-4f=0.0278  from moody's…

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Storm Sewers and Detention

The storm drains system transports rainwater or stormwater and other runoff from roads, parking lots, and roof downpipes directly to nearby creeks, rivers, or the sea without any treatment.