Influence of Temperature on Activated Sludge Systems

Şaziye Balku
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引用次数: 4

Abstract

The present study aims to determine the influence of temperature in the treatment efficiency of the activated sludge systems. To reach this aim, a simulation study is performed using Matlab ® programming language. A biological tank is modelled by the ASM3 (activated sludge model No. 3) and a settling tank is modelled by Takacs settling velocity model. For a defined inflow rate and inlet waste water characteristics with the predefined design and operational parameters, the treatment model is simulated. The changes in the kinetic parameters by temperature are estimated from the values given in ASM3 and the dissolved oxygen saturation concentration in water is also concerned as a function of temperature. All the other design and the operational conditions are kept constant during simulations. The simulation algorithm is executed for the temperatures 0 ° C, 10 ° C, 20 ° C, and 30 ° C. The results show that chemical oxygen demand and total suspended solids reduce slightly with increasing temperature, however, the total nitrogen content in the effluent is changing, first increases for the temperatures 10 ° C, 20 ° C, and then decreases for 30 ° C when it is compared to that of at 0 ° C. The change in temperature affects mostly the ammonium concentration in the waste water treatment systems.
温度对活性污泥系统的影响
本研究旨在确定温度对活性污泥系统处理效率的影响。为了达到这一目的,使用Matlab®编程语言进行了仿真研究。生物池采用ASM3(3号活性污泥模型)建模,沉淀池采用Takacs沉降速度模型建模。针对给定的进水流量和进水特性以及预先确定的设计和运行参数,对处理模型进行了仿真。动力学参数随温度的变化由ASM3给出的值估计,水中溶解氧饱和浓度也作为温度的函数。所有其他设计和操作条件在模拟过程中保持不变。在0°C、10°C、20°C和30°C温度下进行了模拟算法。结果表明,随着温度的升高,化学需氧量和总悬浮固体含量略有降低,但出水总氮含量呈变化趋势,在温度为10°C、20°C时先升高;温度的变化对废水处理系统中氨的浓度影响最大,在30℃时比0℃时降低。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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