A small catchment is drained by a pipeline 400m long to the sea. 5 straight manholes are used as junction boxes with the first manhole at the inlet. The sea level is 1m below the ground level. Determine whether flooding will occur if the design discharge is 0.3m3 /s, the pipe diameter is 600mm, the Darcy friction coefficient is 0.04, and the exit loss coefficient Ke=1.0. If flooding occurs, determine the appropriate diameter of the pipes to eliminate flooding.
A small catchment is drained by a pipeline 400m long to the sea. 5 straight manholes...
5) A 6-km cast-iron (new) pipeline conveys 0.32 m/s of water at 30°C. If the pipe diameter is 30 cm, compare the head loss calculated (a) Darcy-Weibach equation (f = 0.0195), (b) the Hazen- William equation (Chw = 130), and (c) the Manning equation (n=0.011). Use Excel. (Max. 15 Points) 6) Pipes AB and CF in figure below have a diameter of 48 in possess a Hazen-Williams coefficient factor of 100 and carry a discharge of 120 ft/s. The length...