Application of Different Algorithms to Optimal Design of Canal Sections
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| Format: | Artículo científico |
| Language: | en |
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Universidad Nacional Autónoma de México
2014
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| _version_ | 1876489197427097600 |
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| author | A. Kentli |
| author_facet | A. Kentli |
| contents | Application of Different Algorithms to Optimal Design of Canal Sections A. Kentli O. Mercan Ingeniería seepage loss genetic algorit hm Design of canal section sequential quadratic pr ogramming Today the increased world population and therefore the gr owth demand has forced the researchers to investigate better water canal networks distributing much more water while at least keeping its quality. Canal design formulas are explicitly obtained for different cross- sections considering minimum area but optimal design of canal sections considering seepage and evaporation losses are still an open area to study. In this study, two different algorithms are applied to this problem and results are compared with the o ne in literature. Genetic algorithm and sequential quadratic programming technique are used in optimization. Triangu lar, rectangular and trapez oidal cross-sections are optimized. It is seen that both algorithms are gi ving more accurate results than in literature. 2014 artículo científico 1665-6423 https://www.redalyc.org/articulo.oa?id=47431860013 en http://www.redalyc.org/revista.oa?id=474 Journal of Applied Research and Technology application/pdf Universidad Nacional Autónoma de México Journal of Applied Research and Technology (México) Num.4 Vol.12 |
| format | Artículo científico |
| id | redalyc_47431860013 |
| institution | Redalyc |
| language | en |
| publishDate | 2014 |
| publisher | Universidad Nacional Autónoma de México |
| spellingShingle | Application of Different Algorithms to Optimal Design of Canal Sections A. Kentli Ingeniería seepage loss genetic algorit hm Design of canal section sequential quadratic pr ogramming Application of Different Algorithms to Optimal Design of Canal Sections A. Kentli O. Mercan Ingeniería seepage loss genetic algorit hm Design of canal section sequential quadratic pr ogramming Today the increased world population and therefore the gr owth demand has forced the researchers to investigate better water canal networks distributing much more water while at least keeping its quality. Canal design formulas are explicitly obtained for different cross- sections considering minimum area but optimal design of canal sections considering seepage and evaporation losses are still an open area to study. In this study, two different algorithms are applied to this problem and results are compared with the o ne in literature. Genetic algorithm and sequential quadratic programming technique are used in optimization. Triangu lar, rectangular and trapez oidal cross-sections are optimized. It is seen that both algorithms are gi ving more accurate results than in literature. 2014 artículo científico 1665-6423 https://www.redalyc.org/articulo.oa?id=47431860013 en http://www.redalyc.org/revista.oa?id=474 Journal of Applied Research and Technology application/pdf Universidad Nacional Autónoma de México Journal of Applied Research and Technology (México) Num.4 Vol.12 |
| title | Application of Different Algorithms to Optimal Design of Canal Sections |
| topic | Ingeniería seepage loss genetic algorit hm Design of canal section sequential quadratic pr ogramming |
| url | https://www.redalyc.org/articulo.oa?id=47431860013 |