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用 ASM3 的扩展版本对污水稳定塘进行建模。

Modelling waste stabilisation ponds with an extended version of ASM3.

机构信息

Institute of Environmental Engineering, Ruhr-Universität Bochum, 44780 Bochum, Germany.

出版信息

Water Sci Technol. 2010;61(3):713-20. doi: 10.2166/wst.2010.954.

Abstract

In this paper an extended version of IWA's Activated Sludge Model No 3 (ASM3) was developed to simulate processes in waste stabilisation ponds (WSP). The model modifications included the integration of algae biomass and gas transfer processes for oxygen, carbon dioxide and ammonia depending on wind velocity and a simple ionic equilibrium. The model was applied to a pilot-scale WSP system operated in the city of Florianópolis (Brazil). The system was used to treat leachate from a municipal waste landfill. Mean influent concentrations to the facultative pond of 1,456 g(COD)/m(3) and 505 g(NH4-N)/m(3) were measured. Experimental results indicated an ammonia nitrogen removal of 89.5% with negligible rates of nitrification but intensive ammonia stripping to the atmosphere. Measured data was used in the simulations to consider the impact of wind velocity on oxygen input of 11.1 to 14.4 g(O2)/(m(2) d) and sun radiation on photosynthesis. Good results for pH and ammonia removal were achieved with mean stripping rates of 18.2 and 4.5 g(N)/(m(2) d) for the facultative and maturation pond respectively. Based on measured chlorophyll a concentrations and depending on light intensity and TSS concentration it was possible to model algae concentrations.

摘要

本文对 IWA 的活性污泥模型 No.3(ASM3)进行了扩展,以模拟污水稳定塘(WSP)中的工艺过程。模型修改包括整合藻类生物量和气体传递过程,以根据风速和简单的离子平衡来传递氧气、二氧化碳和氨。该模型应用于弗洛里亚诺波利斯市(巴西)的一个中试规模的 WSP 系统。该系统用于处理来自城市垃圾填埋场的渗滤液。好氧塘的平均进水浓度为 1456 g(COD)/m(3)和 505 g(NH4-N)/m(3)。实验结果表明,氨氮去除率为 89.5%,硝化作用速率可忽略不计,但氨有大量挥发到大气中。模拟中使用了测量数据,以考虑风速对 11.1 至 14.4 g(O2)/(m(2) d)氧气输入和太阳辐射对光合作用的影响。好氧塘和熟化塘的平均挥发速率分别为 18.2 和 4.5 g(N)/(m(2) d),可实现 pH 和氨氮去除的良好效果。根据测量的叶绿素 a 浓度,并取决于光强度和 TSS 浓度,可对藻类浓度进行建模。

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