Two pipes connect two reservoir (A and B) which have a height difference of 10m. Pipe 1 has a diameter of 50mm and length of 100m. Pipe 2 has a diameter of 100mm and length of 100m. Both have entry loss KL=0.5 and exit loss KL=1.0 and f-0.032, calculate the rate of flow for each pipe. A Sneg line H= tom Pipe 2, Datoom. L:faa Piper, O: Samn tE10om

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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.