Question 1 An anaerobic waste stabilization pond is treating poultry wastewater with following design data; 225 elder Aerial Organic Loading - 500 kg BOD5/ha.day BODs load - 3,500 kg/day 3.v Depth - 2 m BOD-20,000 mg/L Assume no side slope. Calculate: (i) Volume of tank Dl= Disch & BOD Prch= al - (ii) The incoming flow in m³/day Всь C Son 20000

Structural Analysis
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Author:KASSIMALI, Aslam.
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Question 1
An anaerobic waste stabilization pond is treating poultry wastewater with
following design data;
225 Alder
Aerial Organic Loading- 500 kg BOD5/ha.day
BODs load - 3,500 kg/day 3.v
Depth - 2 m
BOD-20,000 mg/L
Assume no side slope.
Calculate:
(i) Volume of tank
Dl = Disch & BOD
ол
prch=
(ii) The incoming flow in m³/day
sl
всь
500
20000
Transcribed Image Text:Question 1 An anaerobic waste stabilization pond is treating poultry wastewater with following design data; 225 Alder Aerial Organic Loading- 500 kg BOD5/ha.day BODs load - 3,500 kg/day 3.v Depth - 2 m BOD-20,000 mg/L Assume no side slope. Calculate: (i) Volume of tank Dl = Disch & BOD ол prch= (ii) The incoming flow in m³/day sl всь 500 20000
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