Gdansk University of Technology, Gdansk, Poland.
Water Sci Technol. 2013;67(9):2067-74. doi: 10.2166/wst.2013.092.
Hydrolysis is an important process in biological wastewater treatment and is known to be the rate-limiting step in organic carbon removal from municipal or industrial wastewater. The influence of the readily biodegradable chemical oxygen demand fraction in biological wastewater treatment systems has been extensively investigated, but little is known about the effects of slowly biodegradable substrate (XS) on denitrification and enhanced biological phosphorus removal. The biodegradation of XS is initiated by hydrolysis, which is an integral part of activated sludge models, such as the Activated Sludge Model no. 2d (ASM2d). This process is slower than heterotrophic growth and thus becomes the rate-limiting step for the biodegradation of organic compounds. The aim of this study was to evaluate different concepts of modeling the hydrolysis process using the original and modified version of ASM2d. Batch test results obtained at a large biological nutrient removal (BNR) plant in Gdansk (Poland) provided an experimental database for comparison of the two model predictions. Both models were compared in terms of their predictions for the most important process rates in BNR activated sludge systems. In comparison with the orginal ASM2d, the modified model had no or only minor effect on the predicted nitrate utilization rate, phosphate release rate and anoxic/aerobic phosphate uptake rate, but better predicted the oxygen uptake rate. The average ARDs (average relative deviations) were 19.0 and 29.3% (original ASM2d) vs. 13.4 and 20.4% (modified ASM2d), respectively, for the settled wastewater without pretreatment and after coagulation-flocculation.
水解是生物废水处理中的一个重要过程,已知是去除城市或工业废水中有机碳的限速步骤。在生物废水处理系统中,易生物降解的化学需氧量(COD)部分的影响已经得到了广泛的研究,但对于缓慢生物降解的底物(XS)对反硝化和增强生物除磷的影响知之甚少。XS 的生物降解是由水解引发的,水解是活性污泥模型(如活性污泥模型 2d(ASM2d))的一个组成部分。这个过程比异养生长慢,因此成为有机化合物生物降解的限速步骤。本研究的目的是使用 ASM2d 的原始和修改版本评估水解过程建模的不同概念。在波兰格但斯克的一个大型生物营养去除(BNR)工厂进行的批量测试结果为比较两种模型预测提供了实验数据库。比较了两种模型对 BNR 活性污泥系统中最重要的过程速率的预测。与原始 ASM2d 相比,修改后的模型对预测硝酸盐利用率、磷酸盐释放率和缺氧/好氧磷酸盐摄取率没有影响或只有较小影响,但更好地预测了耗氧速率。未经预处理和混凝-絮凝后的沉淀废水的平均 ARD(平均相对偏差)分别为 19.0%和 29.3%(原始 ASM2d)和 13.4%和 20.4%(修改后的 ASM2d)。