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Fast reliable simulations of secondary settling tanks in wastewater treatment with semi-implicit time discretization

机译:半隐式时间离散化处理废水中的第二沉降池的快速可靠模拟

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摘要

The bin-kinetic and sedimentation processes of wastewater treatment plants can be modelled by a large system of coupled nonlinear ordinary and partial differential equations (ODEs and PDEs). The subprocess of continuous sedimentation, which contains concentration discontinuities, is modelled by a degenerate parabolic conservation PDE with spatially discontinuous coefficients. A spatial discretization of this PDE described in Burger et al. (2013) results in a large system of method-of-lines ODEs for the entire plant and simulation can be performed by integration in time. In practice, standard time integration methods available in commercial simulators are often used. Shortages of such methods are here shown, such as the smearing of shock waves by Runge-Kutta methods and long execution times. A semi-implicit time discretization, which is described in detail, provides substantially shorter computational times and is more efficient than standard methods. (C) 2015 Elsevier Ltd. All rights reserved.
机译:废水处理厂的二元动力学和沉降过程可以通过耦合非线性常微分方程和偏微分方程(ODE和PDE)的大型系统进行建模。连续沉降的子过程包含浓度不连续性,通过具有空间不连续系数的简并抛物线守恒PDE进行建模。 Burger et al。中描述的PDE的空间离散化。 (2013年)导致整个工厂的线方法ODE的系统庞大,并且可以通过及时集成来进行仿真。实际上,通常使用商业模拟器中可用的标准时间积分方法。此处显示了此类方法的不足,例如Runge-Kutta方法对冲击波的拖尾和执行时间长。详细介绍的半隐式时间离散化提供的计算时间大大缩短,并且比标准方法更有效。 (C)2015 Elsevier Ltd.保留所有权利。

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