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Water Network Design with Treating Units by Four-Step Calculation Procedure

机译:用四步计算程序与治疗单位的水网设计

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This contribution describes a new four-step calculation strategy for the synthesis of optimal water network with treatment units. The proposed strategy involves the solution of four models consist of linear programming (LP) and mixed-integer nonlinear programming (MINLP) followed by mixed-integer linear programming (MILP) and the last is MINLP where the main objective is to minimize total annual cost (TAC) of water network with treating unit. The most economical network is slightly found from first through the last step. This work use data from published work of Sotelo-Pichardo et al. (2011) as case study which is fixed flowrate problem with several treatment units. Similar water network result is found by this work strategy compared with published work. The water network is represented in grid diagram. All mathematical models of this work are solved by DICOPT as solver of General Algebraic Modelling System (GAMS).
机译:该贡献描述了一种新的四步计算策略,用于合成具有治疗单元的最佳水网。所提出的策略涉及四种模型的解决方案由线性编程(LP)和混合整数非线性编程(MINLP)组成,然后是混合整数线性编程(MILP),最后是MINLP,其中主要目标是最小化总年度成本(TAC)水网络与治疗单位。最经济的网络从最后一步略微找到。这项工作使用来自Sotelo-Pichardo等的发布工作中的数据。 (2011年)作为案例研究,这是固定流量问题,几种治疗单位。与发布的工作相比,这项工作策略发现了类似的水网络结果。水网络在网格图中表示。该工作的所有数学模型由DICOPT作为一般代数建模系统(GAMS)的求解器来解决。

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