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.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A mechanically cleaned bar screen is used in preliminary treatment for
the following conditions:
Wastewater flow rate = 100,000 mld
Approach velocity = 0.6 m/s
Open area for flow through the screen = 1.6 m2
Head loss coefficient for clean screen 0.75
3D
Head loss coefficient for clogged screen 0.60
Incline from vertical = 0°
%3D
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.
Transcribed Image Text:A mechanically cleaned bar screen is used in preliminary treatment for the following conditions: Wastewater flow rate = 100,000 mld Approach velocity = 0.6 m/s Open area for flow through the screen = 1.6 m2 Head loss coefficient for clean screen 0.75 3D Head loss coefficient for clogged screen 0.60 Incline from vertical = 0° %3D 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.
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