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Determination of biokinetic coefficients of an immersed membrane bioreactor

机译:浸没式膜生物反应器的生物动力学系数的确定

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In order to design immersed membrane bioreactors (IMBRs) properly, it is essential to comprehend the behavior of microorganisms in such wastewater treatment processes. Moreover, properly designed treatment processes produce discharges that meet the requirements of environmental authorities concerning effluent standards. In this investigation, a lab-scale immersed membrane activated sludge process was operated for a period of more than 1 year to determine the biokinetic coefficients of the IMBR system under different MLSS concentrations of 3000, 5000, 10,000, and 15,000 mg/l and organic loading rates of 0.4-3 kg COD/kg MLSS/day. The investigation showed that the yield (Y), the endogenous decay coefficient (k_d), the maximum specific growth rate (μ_m) and the saturation constant (K_s) were in the range of 0.487-0.583 mg/mg, 0.151-0.0261 day~(-1), 1.28-6.46 day~(-1), and 289-2933 mg COD/l, respectively. Values of the coefficients, except that of K_s, were within the range of those reported for conventional activated sludge processes. Values of K_s, especially at MLSS of 15,000 mg/l, were found to be much higher than those reported in the literature for conventional activated sludge processes, which was attributed to the estimation of the decay rate, k_d. The results also showed a COD removal efficiency ranging between 80 and 98% was achieved, where the COD removal efficiency was found to increase insignificantly with the increase in the MLSS concentration. The effluent COD was simulated using the biokinetic coefficients determined during the investigation. Sludge production throughout the investigation was found to be on the average of 0.26 mg VSS/mg COD.
机译:为了正确设计浸没式膜生物反应器(IMBR),必须了解此类废水处理过程中微生物的行为。此外,经过适当设计的处理工艺所产生的排放物满足环保部门有关废水标准的要求。在这项研究中,实验室规模的浸入式膜活化污泥工艺运行了一年以上,以确定在不同的MLSS浓度3000、5000、10,000和15,000 mg / l以及有机物的条件下IMBR系统的生物动力学系数。每天0.4-3 kg COD / kg MLSS的装载量。研究表明,产量(Y),内生衰减系数(k_d),最大比生长速率(μ_m)和饱和常数(K_s)分别在0.487-0.583 mg / mg,0.151-0.0261天〜 (-1),1.28-6.46天〜(-1)和289-2933 mg COD / l。除K_s之外,这些系数的值均在常规活性污泥法报道的范围内。发现K_s的值,特别是在MLSS为15,000 mg / l时,要比文献中报道的传统活性污泥法的值高得多,这归因于衰减率k_d的估计。结果还表明,COD去除效率达到了80%到98%,其中发现MLSS浓度的增加会显着增加COD去除效率。使用研究过程中确定的生物动力学系数模拟废水中的COD。在整个调查过程中发现的污泥平均含量为0.26 mg VSS / mg COD。

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