Two-Step Optimization Approach for Design of A Total Water System
Two-Step Optimization Approach for Design of A Total Water System
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DOI：
10.1021/ie071620c
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发表时间：
2008-07
影响因子：
4.2
通讯作者：
Z. Putra;K. Amminudin
中科院分区：
文献类型：
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作者：
Z. Putra;K. Amminudin
如本文第1部分所述，两步优化方法的发展可以扩展到整个水系统。整个水系统包括两个子系统：用水单元和废水处理系统。在本文中，所提出的方法利用混合整数线性规划（MILP）和非线性规划（NLP）的两步优化方法产生多个最优解，称为“类的好的解决方案”，总的水系统设计问题。从文献中的案例研究被用来说明所提出的方法，并与目前的技术的结果进行了比较，然后证明所提出的方法的强度。
The development of the two-step optimization approach, as seen in Part 1 of the paper, can then be extended to a total water system. The total water system comprises two subsystems: namely, water-using units and wastewater treatment system. In this paper, the proposed approach utilizes mixed integer linear programming (MILP) and nonlinear programming (NLP) in the two-step optimization approach to generate multiple optimum solutions, called “class of good solutions”, for the total water system design problem. A case study from the literature is used to illustrate the proposed approach, and comparisons with the results from the current techniques were then made to demonstrate the proposed method’s strength.