Complementary Control Actions for Greenhouse Gas Emissions Reduction in Wastewater Treatment Plant Operation

I. Santín, R. Vilanova, C. Pedret, M. Meneses, O. Arrieta
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Abstract

Wastewater treatment plants are necessary to improve the quality of wastewater before it is discharged into the receiving environment, but they have the disadvantage of generating nitrous oxide emissions during the biological treatment, which is a potent Greenhouse Gas (GHG). This is a serious drawback as the reduction of greenhouse gas emissions due to anthropogenic causes is one of the main challenges to face with reference to climate change effects. In this paper we examine one potential way to reduce nitrous oxide emissions by reducing the dissolved oxygen to minimum levels. To achieve this objective, the present work proposes to use the internal recirculation flow rate of the biological treatment. This is a rather forgotten manipulated variable that, as it is intended to show, may have potential side effects to complement already existing control actions. Therefore, this additional regulation is added to a usual control strategy in wastewater treatment plants, which achieves satisfactory results in water quality and in operational costs but with high nitrous oxide emissions. The Benchmark Simulation Model No.2 Gas (BSM2G) is used as working scenario, which includes the two main nitrous oxide emission pathways: heterotrophic denitrification and ammonia oxidizing bacteria denitrification.
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减少污水处理厂温室气体排放的补充管制行动
污水处理厂是提高污水排放到接收环境之前的质量所必需的,但其缺点是在生物处理过程中产生一氧化二氮排放,这是一种强效温室气体(GHG)。这是一个严重的缺点,因为减少由于人为原因造成的温室气体排放是应对气候变化影响的主要挑战之一。在本文中,我们研究了一种通过将溶解氧降低到最低水平来减少一氧化二氮排放的潜在方法。为了实现这一目标,本工作提出采用生物处理的内部再循环流量。这是一个相当被遗忘的操纵变量,正如它的目的所示,它可能具有潜在的副作用,以补充已经存在的控制动作。因此,这一额外的规定被添加到污水处理厂的常规控制策略中,该策略在水质和运营成本方面取得了令人满意的结果,但氧化亚氮排放量很高。工作场景采用基准模拟模型2号气体(BSM2G),其中氧化亚氮排放主要有两种途径:异养反硝化和氨氧化菌反硝化。
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