Effect of operating parameters on the performance of wastewater treatment plant (Case study: The south of Tehran wastewater treatment)

M. Rafati, M. Pazouki, H. Ghadamian, A. Hosseinnia, A. Jalilzadeh
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引用次数: 3

Abstract

Despite the fact that there are wastewater treatment plants (WWTPs) currently operational across Iran and great advances have been made in this area, there are still problems in the design, construction, and operation of WWTPs with large nonlinear systems, varying flow rates, and pollution charges. The objective of this study was to investigate the effect of operating parameters including the return activated sludge (RAS) ratio, internal recycle (IR) ratio and dissolved oxygen (DO) concentration in an activated sludge system for the Modules 5&6 of the Southern Tehran WWTP. This study designed and simulated a plant based on the activated sludge model No.1 (ASM1) to determine the factors affecting wastewater treatment systems; then, the kinetic parameters were measured. The kinetic parameters such as the yield coefficient (Y), decay coefficient (Kd), maximum specific growth rate (K), and saturation constant (Ks) were in the range of 0.303-0.331g/g, 0.030-0.033d-1, 1.65-1.93d-1 and 37.6-44.92mg/l, respectively. The RAS ratios, IR ratios, and DO concentration varied from 0.2 to 2, 1 to 3.5, and 0.27 to 3.54 mg/l, respectively. The amount of RAS had the greatest impact on the effluent. The amounts of IR and DO concentration had no significant effect on the concentration of the five-day biochemical oxygen demand (BOD5), chemical oxygen demand (COD), and total suspended solids (TSS) in the effluent. After the RAS, the amount of IR had the most direct effect on reducing the effluent total nitrogen (TN) concentration. As a result, the overall removal efficiency increased up to 75% when the IR rate was 200% of the influent flow rate, the RAS rate was 90% of the influent flow rate, and the DO concentration in the first aeration unit was 2 mg/l considering the aeration cost. Therefore, proper operating parameters can provide the best quality of effluent that meets environmental standards.
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运行参数对污水处理厂性能的影响(以德黑兰南部污水处理为例)
尽管目前伊朗各地都有污水处理厂(WWTPs)在运行,并且在这一领域取得了很大的进展,但污水处理厂在设计、建设和运行方面仍然存在问题,这些污水处理厂具有大型非线性系统、不同的流量和污染收费。本研究的目的是研究在南德黑兰污水处理厂模块5和6的活性污泥系统中,包括回流活性污泥(RAS)比、内部循环(IR)比和溶解氧(DO)浓度在内的操作参数的影响。本研究基于活性污泥模型1号(ASM1)设计并模拟了一个工厂,以确定影响废水处理系统的因素;然后,测量了其动力学参数。产率系数(Y)、衰减系数(Kd)、最大特定生长率(K)和饱和常数(Ks)分别为0.303 ~ 0.331g/g、0.030 ~ 0.033d-1、1.65 ~ 1.93d-1和37.6 ~ 44.92mg/l。RAS比、IR比和DO浓度变化范围分别为0.2 ~ 2、1 ~ 3.5和0.27 ~ 3.54 mg/l。RAS用量对出水影响最大。IR和DO浓度对出水5天生化需氧量(BOD5)、化学需氧量(COD)和总悬浮物(TSS)浓度无显著影响。经RAS处理后,IR用量对降低出水总氮(TN)浓度的影响最为直接。结果表明,考虑曝气成本,当IR率为进水流量的200%,RAS率为进水流量的90%,第一曝气单元DO浓度为2 mg/l时,总去除率可达75%。因此,适当的操作参数可以提供符合环境标准的最佳出水质量。
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