Calculation of aeration volume

2009-02-15View Original

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I just applied to join the “Best Friends” group; now I need to carry out the tasks. This week, I would like to invite everyone to discuss the issue of aeration volume design in aerobic wastewater treatment processes. Clause 6.8 of the \"GB 50014-2006 Code for Design of Outdoor Drainage\" provides a calculation formula. There is also one in the \"Water Supply and Drainage Design Manual (Volume 05) – Municipal Sewerage\", and these two are different. Please discuss – which one do you usually use? For me personally, I usually use the calculation of 1.4 kg of O2 consumed per kilogram of BOD (taking into account the oxygen consumption associated with nitrification), as it makes the calculations easier.

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Calculation of aeration volume

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