used for canitar land6110/10.. (b) A slaughterhouse generated 1036.8 m³/d of wastewater each day. The average soluble BODs and MLVSS (X) of the treated wastewater after primary settling is 966 mg/L and 2000 mg/L, respectively. The aeration tank has effective dimensions of 8.0m (W) x 8.0m (L) x 5.0m (D). Determine the aeration period and F/M ratio. (a) Dies

used for canitar land6110/10.. (b) A slaughterhouse generated 1036.8 m³/d of wastewater each day. The average soluble BODs and MLVSS (X) of the treated wastewater after primary settling is 966 mg/L and 2000 mg/L, respectively. The aeration tank has effective dimensions of 8.0m (W) x 8.0m (L) x 5.0m (D). Determine the aeration period and F/M ratio. (a) Dies

Structural Analysis

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ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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used for canitary land6110/10..
(b) A slaughterhouse generated 1036.8 m³/d of wastewater each day. The average
soluble BODs and MLVSS (X) of the treated wastewater after primary settling
is 966 mg/L and 2000 mg/L, respectively. The aeration tank has effective
dimensions of 8.0m (W) x 8.0m (L) x 5.0m (D). Determine the aeration period
and F/M ratio.
(a)
Dies

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