Using Rihet equation, estimate aeration tank Volume (V) based on the following conditions: saturation constant (Ks) = 80 mg/L, microbial decay coefficient (kd) = 0.15/d, maximum specific growth rate (um) = 3/d, %3D yield (Y) = 0.5, influent flow 0.3 m3/s, influent BOD = 260 mg/L, effluent soluble BOD = 5 mg/L, sludge age (SRT) = 1.5 d, MLSS (X) = 2200 mg/L

Using Rihet equation, estimate aeration tank Volume (V) based on the following conditions: saturation constant (Ks) = 80 mg/L, microbial decay coefficient (kd) = 0.15/d, maximum specific growth rate (um) = 3/d, %3D yield (Y) = 0.5, influent flow 0.3 m3/s, influent BOD = 260 mg/L, effluent soluble BOD = 5 mg/L, sludge age (SRT) = 1.5 d, MLSS (X) = 2200 mg/L

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Chapter2: Loads On Structures

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Question

Using kinetic equation, estimate aeration tank volume
(V) based on the following conditions: saturation
constant (Ks) = 80 mg/L, microbial decay coefficient
(kd) = 0.15/d, maximum specific growth rate (um) = 3/d,
yield (Y) = 0.5, influent flow 0.3 m3/s, influent BOD =
260 mg/L, effluent soluble BOD = 5 mg/L, sludge age
(SRT) = 1.5 d, MLSS (X) = 2200 mg/L
1577 m3
O 1888 m3
O 1839 m3
O 1795 m3

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