Design a rectangular sedimentation tank (L/W is 4) for a max weekly flow with a hydraulic retention time of 3 hours, and a surface overflow rate of 50 m3/m2.d for a town with a population of 250,000 and average daily water demand is 450 L/capita. The monthly, weekly, and daily factors are 1.2, 1.4, and 1.8, respectively. The area of each tank should be limited to 8000 m2. Determine the tank dimensions (L,W, and D) and the number of tanks needed. What is the horizontal flow-through velocity in the rectangular basin
Design a rectangular sedimentation tank (L/W is 4) for a max weekly flow with a hydraulic retention time of 3 hours, and a surface overflow rate of 50 m3/m2.d for a town with a population of 250,000 and average daily water demand is 450 L/capita. The monthly, weekly, and daily factors are 1.2, 1.4, and 1.8, respectively. The area of each tank should be limited to 8000 m2. Determine the tank dimensions (L,W, and D) and the number of tanks needed. What is the horizontal flow-through velocity in the rectangular basin
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Design a rectangular sedimentation tank (L/W is 4) for a max weekly flow with a hydraulic retention time of 3 hours, and a surface overflow rate of 50 m3/m2.d for a town with a population of 250,000 and average daily water demand is 450 L/capita. The monthly, weekly, and daily factors are 1.2, 1.4, and 1.8, respectively. The area of each tank should be limited to 8000 m2. Determine the tank dimensions (L,W, and D) and the number of tanks needed. What is the horizontal flow-through velocity in the rectangular basin
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