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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Question
![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.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F55855cfb-e6b2-424a-8454-4b87bd4d8fcb%2F88fe14f4-5b09-43b0-81ca-0843d3ed4dae%2Fxegjil_processed.jpeg&w=3840&q=75)
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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