Nopens Ingmar, Batstone Damien J, Copp John B, Jeppsson Ulf, Volcke Eveline, Alex Jens, Vanrolleghem Peter A
Department of Applied Mathematics, Ghent University, Coupure Links 653, 9000 Gent, Belgium.
Water Res. 2009 Apr;43(7):1913-23. doi: 10.1016/j.watres.2009.01.012. Epub 2009 Jan 30.
Mathematical modelling has proven to be very useful in process design, operation and optimisation. A recent trend in WWTP modelling is to include the different subunits in so-called plant-wide models rather than focusing on parts of the entire process. One example of a typical plant-wide model is the coupling of an upstream activated sludge plant (including primary settler, and secondary clarifier) to an anaerobic digester for sludge digestion. One of the key challenges when coupling these processes has been the definition of an interface between the well accepted activated sludge model (ASM1) and anaerobic digestion model (ADM1). Current characterisation and interface models have key limitations, the most critical of which is the over-use of X(c) (or lumped complex) variable as a main input to the ADM1. Over-use of X(c) does not allow for variation of degradability, carbon oxidation state or nitrogen content. In addition, achieving a target influent pH through the proper definition of the ionic system can be difficult. In this paper, we define an interface and characterisation model that maps degradable components directly to carbohydrates, proteins and lipids (and their soluble analogues), as well as organic acids, rather than using X(c). While this interface has been designed for use with the Benchmark Simulation Model No. 2 (BSM2), it is widely applicable to ADM1 input characterisation in general. We have demonstrated the model both hypothetically (BSM2), and practically on a full-scale anaerobic digester treating sewage sludge.
数学建模已被证明在工艺设计、运行和优化方面非常有用。污水处理厂建模的一个最新趋势是在所谓的全厂模型中纳入不同的子单元,而不是专注于整个工艺的部分环节。典型全厂模型的一个例子是将上游活性污泥厂(包括初次沉淀池和二次沉淀池)与用于污泥消化的厌氧消化池耦合。耦合这些工艺时的关键挑战之一是在广泛接受的活性污泥模型(ASM1)和厌氧消化模型(ADM1)之间定义一个接口。当前的表征和接口模型存在关键局限性,其中最关键的是过度使用X(c)(或集总复合物)变量作为ADM1的主要输入。过度使用X(c)不允许可降解性、碳氧化态或氮含量发生变化。此外,通过正确定义离子系统来实现目标进水pH值可能很困难。在本文中,我们定义了一个接口和表征模型,该模型将可降解成分直接映射到碳水化合物、蛋白质和脂质(及其可溶性类似物)以及有机酸,而不是使用X(c)。虽然这个接口是为与基准模拟模型2(BSM2)一起使用而设计的,但它通常广泛适用于ADM1输入表征。我们已经在理论上(BSM2)以及在处理污水污泥的全尺寸厌氧消化池上实际验证了该模型。