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Hybrid Genetic Algorithm and Linear Programming Method for Least-Cost Design of Water Distribution Systems

机译:配水系统成本最低的混合遗传算法和线性规划方法

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摘要

The problems involved in the optimal design of water distribution networks belong to a class of large combinatorial optimization problems. Various heuristic and deterministic algorithms have been developed in the past two decades for solving optimization problems and applied to the design of water distribution systems. Nevertheless, there is still some uncertainty about finding a generally trustworthy method that can consistently find solutions which are really close to the global optimum of this problem. The paper proposes a combined genetic algorithm (GA) and linear programming (LP) method, named GALP for solving water distribution system design problems. It was investigated that the proposed method provides results that are more stable in terms of closeness to a global minimum. The main idea is that linear programming is more dependable than heuristic methods in finding the global optimum, but because it is suitable only for solving branched networks, the GA method is used in the proposed algorithm for decomposing a complex looped network into a group of branched networks. Linear programming is then applied for optimizing every branch network produced by GA from the original looped network. The proposed method was tested on three benchmark least-cost design problems and compared with other methods; the results suggest that the GALP consistently provides better solutions. The method is intended for use in the design and rehabilitation of drinking water systems and pressurized irrigation systems as well.
机译:供水管网优化设计中涉及的问题属于一类大型组合优化问题。在过去的二十年中,已经开发出各种启发式和确定性算法来解决优化问题,并将其应用于供水系统的设计中。然而,找到一种通常可信赖的方法仍然可以不确定地找到与该问题的全球最佳方案非常接近的解决方案,这仍然存在一些不确定性。提出了一种遗传算法(GA)和线性规划(LP)相结合的方法,称为GALP,用于解决供水系统设计问题。研究表明,所提出的方法所提供的结果在接近全局最小值方面更加稳定。主要思想是,线性规划比启发式方法更容易找到全局最优解,但是由于它仅适用于求解分支网络,因此在提出的算法中使用GA方法将复杂的环状网络分解为一组分支网络。然后应用线性规划来优化GA从原始环网中生成的每个分支网络。该方法在三个基准最小成本设计问题上进行了测试,并与其他方法进行了比较。结果表明,GALP始终提供更好的解决方案。该方法旨在用于饮用水系统和加压灌溉系统的设计和修复。

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