Question: You are designing a Type II Flocculant Settling Basin, using the following settling test information: % Suspended solids removed at indicated depth Time, min 1.5

You are designing a Type II Flocculant Settling Basin, using the

You are designing a Type II Flocculant Settling Basin, using the following settling test information: % Suspended solids removed at indicated depth Time, min 1.5 ft 3.0 ft 4.5 ft 6.0 ft 20 62 30 72 64 56 40 77 64 62 7.5 ft 8 8 8 8 8 82 58 50 91 82 74 68 64 90 81 75 69 70 87 81 76 80 87 82 Determine the removal efficiency for a basin 10 feet deep with an overflow rate V 10ft/hr

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