(a). An anaerobic rectangular waste stabilization pond is treating a poultry wastewater with the following design data. Aerial Organic Loading BOD load Depth Length: Width ratio BOD (i). (ii). 495 kg BOD/ha.day 395 kg/day 2 m 3:1 (at Top Water Level, TWL) 700 mg/L. Calculate the incoming flow in m³/day. If the length and width at the based of the tank is 0.9 length and 0.9 width at TWL, evaluate the retention time of the pond.

(a). An anaerobic rectangular waste stabilization pond is treating a poultry wastewater with the following design data. Aerial Organic Loading BOD load Depth Length: Width ratio BOD (i). (ii). 495 kg BOD/ha.day 395 kg/day 2 m 3:1 (at Top Water Level, TWL) 700 mg/L. Calculate the incoming flow in m³/day. If the length and width at the based of the tank is 0.9 length and 0.9 width at TWL, evaluate the retention time of the pond.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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