Sewage aeration control method based on oxygen transfer efficiency
A technology of transfer efficiency and sewage aeration, applied in water aeration, chemical instruments and methods, water/sludge/sewage treatment, etc., can solve the problems of DO value lag, affecting effluent quality, energy saving and consumption reduction, etc. The effect of energy consumption, reduction of adjustment frequency, and stable energy saving and consumption reduction
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[0066] Aeration system characteristic parameter C S 8.6mg / L, V 840m 3 , experimental testing of the aeration system, KLa 0 、Gs 0 and the MLSS data series as:
[0067] KLa 0 =[3.14 3.32 5.71 3.87 5.84 4.26 4.13 4.6 5.24 5.61], unit h -1 ;
[0068] Gs 0 =[398.7 425.6 663.8 463.8 713.6 452.7 523.6 567.2 603.3 781.3], unit m 3 h -1 ;
[0069] MLSS=[3677.4 3693.2 3546.7 3534.2 3647.5 3411.1 3722.5 3517.6 3462.43823.4], unit mg L -1 ;
[0070] KLa 0 with Gs 0 And the fitting relationship of MLSS (95% confidence interval) is:
[0071] KLa=f(Gs 0 ,MLSS)=8.996+0.007861×Gs 0 -0.002448×MLSS
[0072] Dissolved oxygen set concentration range [1.0, 2.0] (unit mg / L), aeration volume adjustment range [300, 800] (unit m 3 / h), the theoretical maximum value of oxygen transfer efficiency (OTE maxTheory ) is 23%, the target oxygen transfer efficiency coefficient k is 0.8, and the target oxygen transfer efficiency is k×OTE maxTheory =18.4%, set the data collection period as 10mi...
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