You’re working on a preliminary design for a water treatment plant expansion for Fell City. The required capacity is 12 MGD (million gallons per day). The TSS of the sedimentation basin effluent is 16 mg/L of TSS. Assume the effluent TSS is 0 mg/L. (a) Based on a filtration rate of 2 gpm/ft2, how big (area) must the filters be? (b) If 3% of the treated water is used for backwashing, what would the backwash TSS be? (Set up a mass balance analysis.) (c) How many tons of sludge (dry solids) would be generated in 30 days?
You’re working on a preliminary design for a water treatment plant expansion for Fell City. The required capacity is 12 MGD (million gallons per day). The TSS of the sedimentation basin effluent is 16 mg/L of TSS. Assume the effluent TSS is 0 mg/L. (a) Based on a filtration rate of 2 gpm/ft2, how big (area) must the filters be? (b) If 3% of the treated water is used for backwashing, what would the backwash TSS be? (Set up a mass balance analysis.) (c) How many tons of sludge (dry solids) would be generated in 30 days?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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You’re working on a preliminary design for a water treatment plant expansion for Fell City. The required capacity is 12 MGD (million gallons per day). The TSS of the sedimentation basin effluent is 16 mg/L of TSS. Assume the effluent TSS is 0 mg/L.
(a) Based on a filtration rate of 2 gpm/ft2, how big (area) must the filters be?
(b) If 3% of the treated water is used for backwashing, what would the backwash TSS be? (Set up a mass balance analysis.)
(c) How many tons of sludge (dry solids) would be generated in 30 days?
Answers: 4170 ft2, 533 mg/L, 24 ton
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