Q2: Two primary rectangular clarifiers are 2.3 m in depth. Single effluent weirs are located on the peripheries of the tanks. For a wastewater flow of 2500 m'/hr and overflow rate 1.5 m/hr, calculate: 1. Dimensions of the tanks (m). 2. Weir loading (m/m/d). Is the weir loading within the design criteria. Assume : length (L): width (W) = 3:1
Q2: Two primary rectangular clarifiers are 2.3 m in depth. Single effluent weirs are located on the peripheries of the tanks. For a wastewater flow of 2500 m'/hr and overflow rate 1.5 m/hr, calculate: 1. Dimensions of the tanks (m). 2. Weir loading (m/m/d). Is the weir loading within the design criteria. Assume : length (L): width (W) = 3:1
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Q2: Two primary rectangular clarifiers are 2.3 m in depth. Single effluent weirs are located on the
peripheries of the tanks. For a wastewater flow of 2500 m/hr and overflow rate 1.5 m/hr,
calculate:
1. Dimensions of the tanks (m).
2. Weir loading (m/m/d). Is the weir loading within the design criteria.
Assume : length (L): width (W) = 3:1](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F559b1035-b46a-467e-8227-9a2c5921ac3b%2Ff4d2b76a-cd55-4724-aab1-b2fef80ec40c%2Fnv1q07p_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Q2: Two primary rectangular clarifiers are 2.3 m in depth. Single effluent weirs are located on the
peripheries of the tanks. For a wastewater flow of 2500 m/hr and overflow rate 1.5 m/hr,
calculate:
1. Dimensions of the tanks (m).
2. Weir loading (m/m/d). Is the weir loading within the design criteria.
Assume : length (L): width (W) = 3:1
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