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在处理城市污水的全规模一级兼性池塘中,对化学有机物去除预测的动力学模型评估。

Kinetic models evaluation for chemical organic matter removal prediction in a full-scale primary facultative pond treating municipal wastewater.

机构信息

Department of Environmental Sciences and Engineering, Kheradgarayan Motahar Institute of Higher Education, Mashhad, Iran E-mail:

出版信息

Water Sci Technol. 2022 Mar;85(6):1720-1735. doi: 10.2166/wst.2022.074.

Abstract

This study focuses on determining the bio-kinetic coefficients of chemical oxygen demand (COD) removal in full-scale primary facultative ponds (PFPs) system on the basis of 3-year continuous operation. The mean removal of chemical oxygen demand (COD), total suspended solid (TSS) and volatile suspended solid (VSS) were 80, 59 and 49%, respectively. The first-order model paired with continuous stirred-tank reactor (CSTR) and plug flow (PF) regimes, PF k-C*, Stover-Kincannon and Grau second-order models were applied to link COD concentrations at the inlet and outlet of the system and to compare the predictive power of models for the estimation of effluent COD concentrations. The Stover-Kincannon model showed the best adaptability (r = 0.9294) with the maximum substrate utilization rate (U) of 79.14 g/L· d and saturation constant (K) of 80.65 g/L· d, whereas the Grau second-order model was the best model to predict outlet COD concentrations (r = 0.6925). The computed constants, m and n, of the Grau second-order model were 0.6725 and 15.867 d, respectively. While the Stover-Kincannon kinetic rates obtained in this study can be used to design the PFP systems in similar operational conditions, the appropriate prediction of pond behavior can be achieved using the Grau model.

摘要

本研究基于 3 年的连续运行,重点研究了全尺寸一级兼性池塘(PFPs)系统中化学需氧量(COD)去除的生物动力学系数。COD、总悬浮固体(TSS)和挥发性悬浮固体(VSS)的平均去除率分别为 80%、59%和 49%。一级模型与连续搅拌釜式反应器(CSTR)和推流(PF)模型相结合,PF k-C*、Stover-Kincannon 和 Grau 二级模型被用来将系统进出口的 COD 浓度联系起来,并比较模型对预测出水 COD 浓度的预测能力。Stover-Kincannon 模型表现出最好的适应性(r = 0.9294),最大基质利用率(U)为 79.14 g/L·d,饱和常数(K)为 80.65 g/L·d,而 Grau 二级模型是预测出水 COD 浓度的最佳模型(r = 0.6925)。Grau 二级模型的计算常数 m 和 n 分别为 0.6725 和 15.867 d。虽然本研究中获得的 Stover-Kincannon 动力学速率可用于设计类似运行条件下的 PFPs 系统,但使用 Grau 模型可以实现对池塘行为的适当预测。

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