抄録
<jats:p>Optimal design of a water distribution network is formulated as a two‐stage decomposition model. The master (outer) problem is nonsmooth and nonconvex, while the inner problem is linear. A semi‐infinite linear dual problem is presented, and an equivalent finite linear problem is developed. The overall design problem is solved globally by a branch and bound algorithm, using nonsmooth optimization and duality theory. The algorithm stops with a solution and a global bound, such that the difference between this bound and the true global optimum is within a prescribed tolerance. The algorithm has been programmed and applied to a number of examples from the literature. The results demonstrate its superiority over previous methods.</jats:p>
収録刊行物
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- Water Resources Research
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Water Resources Research 30 (9), 2637-2646, 1994-09
American Geophysical Union (AGU)
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詳細情報 詳細情報について
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- CRID
- 1360013172124998528
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- NII論文ID
- 30013354765
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- ISSN
- 19447973
- 00431397
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- データソース種別
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