Example 9.18. A rectangular sedimentation tank following coagulation- flocculation is to treat a flow of 3000 m³ / day with a detention time of 6 hours. It is to be hand cleaned of sludge at 6 week intervals. The suspended solids concentration of the water is reduced from 250 mg|L to 5 mg/L by coagulation- flocculation. The settled sludge includes 40 mg/L (based on water flow) of metallic precipitate and has a moisture content of 85% and specific gravity of 1.24. Determine the volume of sludge produced between cleanings and the basic dimensions of the tank if the water depth just before cleaning is 3 m and its length is twice its width.
Example 9.18. A rectangular sedimentation tank following coagulation- flocculation is to treat a flow of 3000 m³ / day with a detention time of 6 hours. It is to be hand cleaned of sludge at 6 week intervals. The suspended solids concentration of the water is reduced from 250 mg|L to 5 mg/L by coagulation- flocculation. The settled sludge includes 40 mg/L (based on water flow) of metallic precipitate and has a moisture content of 85% and specific gravity of 1.24. Determine the volume of sludge produced between cleanings and the basic dimensions of the tank if the water depth just before cleaning is 3 m and its length is twice its width.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Example 9.18. A rectangular sedimentation tank following coagulation-
flocculation is to treat a flow of 3000 m³ / day with a detention time of 6 hours. It
is to be hand cleaned of sludge at 6 week intervals. The suspended solids
concentration of the water is reduced from 250 mg/L to 5 mg|L by coagulation-
flocculation. The settled sludge includes 40 mg/L (based on water flow) of
metallic precipitate and has a moisture content of 85% and specific gravity of
1.24. Determine the volume of sludge produced between cleanings and the basic
dimensions of the tank if the water depth just before cleaning is 3 m and its
length is twice its width.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F6e6dad04-b5f3-4377-9636-407550b6ec28%2F0b52261f-1aa1-425a-ad1b-96262442f2fb%2F7e8d31v_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Example 9.18. A rectangular sedimentation tank following coagulation-
flocculation is to treat a flow of 3000 m³ / day with a detention time of 6 hours. It
is to be hand cleaned of sludge at 6 week intervals. The suspended solids
concentration of the water is reduced from 250 mg/L to 5 mg|L by coagulation-
flocculation. The settled sludge includes 40 mg/L (based on water flow) of
metallic precipitate and has a moisture content of 85% and specific gravity of
1.24. Determine the volume of sludge produced between cleanings and the basic
dimensions of the tank if the water depth just before cleaning is 3 m and its
length is twice its width.
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