Synchronization Optimization of Pipeline Layout and Pipe Diameter Selection in a Drip Irrigation Network System Based on the Jaya Algorithm
To address the complexity and high computational burden in the design of drip irrigation networks, the Jaya algorithm is utilized to study factors affecting project costs, including equipment and pipeline depreciation and the operation and management costs of the irrigation area. A mathematical mode...
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| Published in | Water (Basel) Vol. 16; no. 20; p. 2913 |
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| Main Authors | , , , , , , , , |
| Format | Journal Article |
| Language | English |
| Published |
Basel
MDPI AG
01.10.2024
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| Subjects | |
| Online Access | Get full text |
| ISSN | 2073-4441 2073-4441 |
| DOI | 10.3390/w16202913 |
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| Abstract | To address the complexity and high computational burden in the design of drip irrigation networks, the Jaya algorithm is utilized to study factors affecting project costs, including equipment and pipeline depreciation and the operation and management costs of the irrigation area. A mathematical model of synchronization optimal design of pipe layout and pipe diameter selection in a drip irrigation network system with constraints on pipe diameter, flow velocity, and pipe pressure is established. Using an irrigation district in Xinjiang, China, as an example, the Jaya algorithm optimization design program was run independently 50 times, and the relative deviation of each optimization result from the optimal solution was calculated. The results show that the annual cost per unit area o is reduced to 635.99 RMB/hm2, a 25.34% reduction compared to the original engineering program, and the investment-saving effect is obvious. The relative deviation is controlled within 3%, which shows that the algorithm has stable convergence performance and can meet the requirements of actual engineering design. The Jaya algorithm eliminates the need for parameter tuning, and it excels in cost savings, algorithm stability, and computational accuracy, making it an effective method for the single-objective optimization design of drip irrigation networks. |
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| AbstractList | To address the complexity and high computational burden in the design of drip irrigation networks, the Jaya algorithm is utilized to study factors affecting project costs, including equipment and pipeline depreciation and the operation and management costs of the irrigation area. A mathematical model of synchronization optimal design of pipe layout and pipe diameter selection in a drip irrigation network system with constraints on pipe diameter, flow velocity, and pipe pressure is established. Using an irrigation district in Xinjiang, China, as an example, the Jaya algorithm optimization design program was run independently 50 times, and the relative deviation of each optimization result from the optimal solution was calculated. The results show that the annual cost per unit area o is reduced to 635.99 RMB/hm[sup.2] , a 25.34% reduction compared to the original engineering program, and the investment-saving effect is obvious. The relative deviation is controlled within 3%, which shows that the algorithm has stable convergence performance and can meet the requirements of actual engineering design. The Jaya algorithm eliminates the need for parameter tuning, and it excels in cost savings, algorithm stability, and computational accuracy, making it an effective method for the single-objective optimization design of drip irrigation networks. To address the complexity and high computational burden in the design of drip irrigation networks, the Jaya algorithm is utilized to study factors affecting project costs, including equipment and pipeline depreciation and the operation and management costs of the irrigation area. A mathematical model of synchronization optimal design of pipe layout and pipe diameter selection in a drip irrigation network system with constraints on pipe diameter, flow velocity, and pipe pressure is established. Using an irrigation district in Xinjiang, China, as an example, the Jaya algorithm optimization design program was run independently 50 times, and the relative deviation of each optimization result from the optimal solution was calculated. The results show that the annual cost per unit area o is reduced to 635.99 RMB/hm2, a 25.34% reduction compared to the original engineering program, and the investment-saving effect is obvious. The relative deviation is controlled within 3%, which shows that the algorithm has stable convergence performance and can meet the requirements of actual engineering design. The Jaya algorithm eliminates the need for parameter tuning, and it excels in cost savings, algorithm stability, and computational accuracy, making it an effective method for the single-objective optimization design of drip irrigation networks. |
| Audience | Academic |
| Author | Zhao, Tiantian Pi, Yingying Fan, Kai Ran, Danjie Hu, Xiaotao Wang, Yafei Yu, Xingjiao Wang, Wene Huo, Xuefei |
| Author_xml | – sequence: 1 givenname: Kai surname: Fan fullname: Fan, Kai – sequence: 2 givenname: Tiantian surname: Zhao fullname: Zhao, Tiantian – sequence: 3 givenname: Xingjiao surname: Yu fullname: Yu, Xingjiao – sequence: 4 givenname: Wene surname: Wang fullname: Wang, Wene – sequence: 5 givenname: Xiaotao surname: Hu fullname: Hu, Xiaotao – sequence: 6 givenname: Danjie surname: Ran fullname: Ran, Danjie – sequence: 7 givenname: Xuefei surname: Huo fullname: Huo, Xuefei – sequence: 8 givenname: Yafei surname: Wang fullname: Wang, Yafei – sequence: 9 givenname: Yingying surname: Pi fullname: Pi, Yingying |
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| Cites_doi | 10.1016/j.wasec.2023.100154 10.3390/su11154121 10.1155/2021/6657459 10.1016/S1474-6670(17)51574-8 10.3390/w15091733 10.1061/(ASCE)0733-9437(1996)122:5(265) 10.3390/w13121651 10.1080/1573062X.2022.2155854 10.3390/w12071985 10.1007/s11269-021-02779-6 10.1073/pnas.1909902117 10.1016/j.wre.2020.100170 10.3390/w16152206 10.3390/w11030489 10.1061/(ASCE)IR.1943-4774.0001690 10.1061/JIDEDH.IRENG-10072 10.1016/j.swevo.2017.04.008 10.1029/WR013i006p00885 10.1007/s40092-017-0244-4 10.1080/1573062X.2020.1734635 |
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| References_xml | – volume: 20 start-page: 100154 year: 2023 ident: ref_2 article-title: A review of water reuse applications and effluent standards in response to water scarcity publication-title: Water Secur. doi: 10.1016/j.wasec.2023.100154 – ident: ref_15 doi: 10.3390/su11154121 – ident: ref_24 – volume: 2021 start-page: 6657459 year: 2021 ident: ref_3 article-title: Optimization of layout and pipe sizes for irrigation pipe distribution network using steiner point concept publication-title: Math. Probl. Eng. doi: 10.1155/2021/6657459 – volume: 28 start-page: 537 year: 1995 ident: ref_13 article-title: A two-level dynamic programming method for the optimal design of sewerage networks publication-title: IFAC Proc. Vol. doi: 10.1016/S1474-6670(17)51574-8 – volume: 7 start-page: 19 year: 2016 ident: ref_21 article-title: Jaya: A simple and new optimization algorithm for solving constrained and unconstrained optimization problems publication-title: Int. J. Ind. Eng. Comput. – ident: ref_7 doi: 10.3390/w15091733 – volume: 122 start-page: 265 year: 1996 ident: ref_12 article-title: Optimum design and operation of multiple subunit drip irrigation systems publication-title: J. Irrig. Drain. Eng. doi: 10.1061/(ASCE)0733-9437(1996)122:5(265) – ident: ref_14 doi: 10.3390/w13121651 – volume: 20 start-page: 205 year: 2023 ident: ref_18 article-title: Optimization of water distribution networks using hybrid BBO-IWO algorithm publication-title: Urban Water J. doi: 10.1080/1573062X.2022.2155854 – volume: 150 start-page: 742 year: 2017 ident: ref_20 article-title: Parameters identification of photovoltaic models using an improved JAYA optimization algorithm publication-title: Energy Manag. – ident: ref_10 doi: 10.3390/w12071985 – volume: 35 start-page: 1101 year: 2021 ident: ref_4 article-title: Clarifying regional water scarcity in agriculture based on the theory of blue, green and grey water footprints publication-title: Water Resour. Manag. doi: 10.1007/s11269-021-02779-6 – volume: 117 start-page: 7702 year: 2020 ident: ref_1 article-title: Deceleration of China’s human water use and its key drivers publication-title: Proc. Natl. Acad. Sci. USA doi: 10.1073/pnas.1909902117 – volume: 33 start-page: 100170 year: 2021 ident: ref_8 article-title: Impact of participatory irrigation management on mulched drip irrigation technology adoption in rural Xinjiang, China publication-title: Water Resour. Econ. doi: 10.1016/j.wre.2020.100170 – ident: ref_5 doi: 10.3390/w16152206 – ident: ref_9 doi: 10.3390/w11030489 – volume: 148 start-page: 04022023 year: 2022 ident: ref_17 article-title: Optimization design method of a large-scale multilevel gravity drip irrigation pipe network system based on atom search optimization publication-title: J. Irrig. Drain. Eng. doi: 10.1061/(ASCE)IR.1943-4774.0001690 – ident: ref_23 – volume: 149 start-page: 04023029 year: 2023 ident: ref_6 article-title: Economic impact and decomposition analysis of income change vis-a-vis drip and conventional irrigation technology in bananas: A case study of the south gujarat region in India publication-title: J. Irrig. Drain. Eng. doi: 10.1061/JIDEDH.IRENG-10072 – volume: 37 start-page: 1 year: 2017 ident: ref_22 article-title: A self-adaptive multi-population based Jaya algorithm for engineering optimization publication-title: Swarm Evol. Comput. doi: 10.1016/j.swevo.2017.04.008 – volume: 13 start-page: 885 year: 1977 ident: ref_11 article-title: Design of optimal water distribution systems publication-title: Water Resour. Res. doi: 10.1029/WR013i006p00885 – volume: 14 start-page: 555 year: 2018 ident: ref_19 article-title: Improved teaching–learning-based and JAYA optimization algorithms for solving flexible flow shop scheduling problems publication-title: J. Ind. Eng. Int. doi: 10.1007/s40092-017-0244-4 – volume: 17 start-page: 14 year: 2020 ident: ref_16 article-title: Optimal design of water distribution networks using whale optimization algorithm publication-title: Urban Water J. doi: 10.1080/1573062X.2020.1734635 |
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| SubjectTerms | Algorithms Comparative analysis Computers Construction costs Design Design and construction Dynamic programming Efficiency Fixed assets Genetic algorithms Irrigation Linear programming Management Mathematical models Mathematical optimization Network management systems Optimization techniques Pipes Technology application Trickle irrigation Water resources Water-pipes |
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| Title | Synchronization Optimization of Pipeline Layout and Pipe Diameter Selection in a Drip Irrigation Network System Based on the Jaya Algorithm |
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