A mechanically cleaned bar screen is used in preliminary treatment for the following conditions: Wastewater flow rate 100,000 m/d Approach velocity = 0.6 m/s Open area for flow through the screen 1.6 m2 Head loss coefficient for clean screen 0.75 Head loss coefficient for clogged screen 0.60 Incline from vertical = 0° a. Calculate the clean water head loss through the bar screen. b. Calculate the head loss after 40% of the flow area is clogged with solids.
A mechanically cleaned bar screen is used in preliminary treatment for the following conditions: Wastewater flow rate 100,000 m/d Approach velocity = 0.6 m/s Open area for flow through the screen 1.6 m2 Head loss coefficient for clean screen 0.75 Head loss coefficient for clogged screen 0.60 Incline from vertical = 0° a. Calculate the clean water head loss through the bar screen. b. Calculate the head loss after 40% of the flow area is clogged with solids.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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