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A mechanically cleaned bar screen is used in preliminary treatment for the following conditions: Incline from vertical =30^∘ Wastewater flow rate =150,000  m^3 / d Approach velocity =0.6  m / s Open area for flow through the screen =1.6  m^2 Head loss coefficient for clean screen =0.74 Head loss coefficient for clogged screen =0.60 a. Calculate the clean water head loss through the bar screen. b. Calculate the head loss after 50 % of the flow area is clogged with solids. | Numerade
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