Multi-objective design of transient network models
Proceedings of World Environmental and Water Resources Congress 2009 - World Environmental and Water Resources Congress 2009: Great Rivers, Vol: 342, Page: 5698-5707
2009
- 4Citations
- 938Usage
- 8Captures
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Example: if you select the 1-year option for an article published in 2019 and a metric category shows 90%, that means that the article or review is performing better than 90% of the other articles/reviews published in that journal in 2019. If you select the 3-year option for the same article published in 2019 and the metric category shows 90%, that means that the article or review is performing better than 90% of the other articles/reviews published in that journal in 2019, 2018 and 2017.
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Metrics Details
- Citations4
- Citation Indexes4
- CrossRef1
- Usage938
- Downloads877
- Abstract Views61
- Captures8
- Readers8
Conference Paper Description
The optimal design of a water distribution system under transient conditions is formulated as a two-objective optimization problem. The objectives are minimization of the total pipe costs and maximization of the hydraulic reliability for the transient network design model. Unlike most optimization models in which demands are set to their end-of-life levels, this approach assumes that the demand loadings vary throughout the design life of the system. Evolutionary algorithms are applied to support efficient search for Pareto optimal solutions to the dual-objective optimization problem. An example application is presented and relevant conclusions are stated. ©2009 ASCE.
Bibliographic Details
http://www.scopus.com/inward/record.url?partnerID=HzOxMe3b&scp=70350158051&origin=inward; http://dx.doi.org/10.1061/41036(342)577; http://ascelibrary.org/doi/10.1061/41036%28342%29577; http://ascelibrary.org/doi/pdf/10.1061/41036%28342%29577; https://digitalcommons.calpoly.edu/cenv_fac/270; https://digitalcommons.calpoly.edu/cgi/viewcontent.cgi?article=1274&context=cenv_fac; http://dx.doi.org/10.1061/41036%28342%29577; https://dx.doi.org/10.1061/41036%28342%29577; https://ascelibrary.org/doi/10.1061/41036%28342%29577
American Society of Civil Engineers (ASCE)
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