Date: Pag 396 How Astrong municipal ww with soluble BOD of 200 mill 2 20°C is treated in a bio-tower with an 5.4m depth of plastic packing. The hydraulic loading of the raw ww. is 0.86 m³/m² h, and the recirculation ratio is 3 The constants based on apilot-plant study arek = 0.35/hr and n=0.39. Calculate the effluent Soluble BOOD..
Date: Pag 396 How Astrong municipal ww with soluble BOD of 200 mill 2 20°C is treated in a bio-tower with an 5.4m depth of plastic packing. The hydraulic loading of the raw ww. is 0.86 m³/m² h, and the recirculation ratio is 3 The constants based on apilot-plant study arek = 0.35/hr and n=0.39. Calculate the effluent Soluble BOOD..
Solid Waste Engineering
3rd Edition
ISBN:9781305635203
Author:Worrell, William A.
Publisher:Worrell, William A.
Chapter6: Biological Processes
Section: Chapter Questions
Problem 6.1P
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
Transcribed Image Text:Date:
Pag 396
How Astrong municipal ww with soluble BOD
of 200 mill 2 20°C is treated in a bio-tower with an 5.4m
depth of plastic packing. The hydraulic loading of the raw
ww. is 0.86 m³/m² h, and the recirculation ratio is 3
The constants based on apilot-plant study arek = 0.35/hr
and n=0.39. Calculate the effluent Soluble BOOD..
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