A water treatment plant processes 21,000 cubic meters of water per day. Assume two types of flocculated particles enter the basin. You are asked to evaluate the performance of a rectangular sedimentation basin that has dimensions of depth=4 m, width= 6 m, and length= 40 m. The first type of particles has a settling velocity of 0.5 m/hr and the other type has a settling velocity of 1.8 m/hr. What percent of particles are removed for each of the two types of particles?
A water treatment plant processes 21,000 cubic meters of water per day. Assume two types of flocculated particles enter the basin. You are asked to evaluate the performance of a rectangular sedimentation basin that has dimensions of depth=4 m, width= 6 m, and length= 40 m. The first type of particles has a settling velocity of 0.5 m/hr and the other type has a settling velocity of 1.8 m/hr. What percent of particles are removed for each of the two types of particles?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A water treatment plant processes 21,000 cubic meters of water per day. Assume two types of
flocculated particles enter the basin. You are asked to evaluate the performance of a rectangular
sedimentation basin that has dimensions of depth=4 m, width= 6 m, and length= 40 m. The first type of
particles has a settling velocity of 0.5 m/hr and the other type has a settling velocity of 1.8 m/hr. What
percent of particles are removed for each of the two types of particles?
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