Design a facultative pond to treat 12900gpm of sewage having 645mg/L of BOD. The average summer and winter temperature is 43°C and 13°C, respectively. Convert the same pond into aerated lagoon, if the concentration of influent BOD reaches to 12900mg/L. Determine the diameter of a trickling filter for a wastewater flowing at the rate of 12900m³/day. The influent BOD (So) concentration for the wastewater is 129000mg/L, whereas desirable effluent BOD should be as per NEQS.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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1. Design a facultative pond to treat 12900gpm of sewage having 645mg/L
of BOD. The average summer and winter temperature is 43°C and 13°C,
respectively. Convert the same pond into aerated lagoon, if the
concentration of influent BOD reaches to 12900mg/L.
2. Determine the diameter of a trickling filter for a wastewater flowing at the
rate of 12900m³/day. The influent BOD (S.) concentration for the
wastewater is 129000mg/L, whereas desirable effluent BOD should be as
per NEQS.
Transcribed Image Text:Problem: 1. Design a facultative pond to treat 12900gpm of sewage having 645mg/L of BOD. The average summer and winter temperature is 43°C and 13°C, respectively. Convert the same pond into aerated lagoon, if the concentration of influent BOD reaches to 12900mg/L. 2. Determine the diameter of a trickling filter for a wastewater flowing at the rate of 12900m³/day. The influent BOD (S.) concentration for the wastewater is 129000mg/L, whereas desirable effluent BOD should be as per NEQS.
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