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Leakage control of water distribution system by drop-restore pressure based on viscoelastic mechanism

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Leakage control of water distribution system by drop-restore pressure based on viscoelastic mechanism

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dc.contributor.author Gao, Jinliang es_ES
dc.contributor.author Chen, Jianxun es_ES
dc.contributor.author Wu, Wenyan es_ES
dc.contributor.author Deng, Liqun es_ES
dc.contributor.author Li, Kunyi es_ES
dc.contributor.author Yuan, Yi es_ES
dc.date.accessioned 2024-07-04T10:04:17Z
dc.date.available 2024-07-04T10:04:17Z
dc.date.issued 2024-03-06
dc.identifier.isbn 9788490489826
dc.identifier.uri http://hdl.handle.net/10251/205776
dc.description.abstract [EN] As a common method to control leakage of water distribution system, pressure management has the advantages of reducing energy consumption, reducing the possibility of explosion and avoiding the aggravation of leakage. In recent years, with the popularization of plastic pipe in the world, it is necessary to study its leakage characteristic. Our research group carried out leakage experiments on high density polyethylene (HDPE) pipe, and found that the correlation curve between leakage flow and pressure did not completely coincide in the phase of pressure boost and pressure reduction. The existing FAVAD and exponential leakage models could not explain this phenomenon, which challenges the pressure management theory dominated by a single depressing-pressure process, thus it’s necessary to explore pressure management strategies suitable for plastic pipes. Based on the viscoelastic properties of plastic pipe, we established the viscoelastic leakage model and proposed the leakage control method of drop-restore pressure, and verified its feasibility in practical engineering case. The main research objectives of this paper will be firstly to describe the strain response of leakage area in the process of continuous stress application with the Boltzmann superposition principle for HDPE pipe; the Voigt-Kelvin model is used to simulate the creep behavior of viscoelastic material, and a suitable leakage model for viscoelastic pipe is proposed to provide accurate expression of the leakage under the regulation of drop-restore pressure. Secondly, the viscoelastic pipe leakage model is embedded into the pressure-driven analysis model based on non-iterative method, and the pressure-driven viscoelastic leakage model is obtained. Finally, evaluating the proposed leakage model in the practical case. With the minimum of leakage flow as the objective function, the leakage control model of drop-restore pressure is established and solved by particle swarm optimization algorithm to obtain the accurate pressure regulation scheme. After applying the scheme from the optimization, the leakage rate decreases from 37.7% to 16.8% on weekday, which is great impact on leakage control. es_ES
dc.format.extent 13 es_ES
dc.language Inglés es_ES
dc.publisher Editorial Universitat Politècnica de València es_ES
dc.relation.ispartof 2nd International Join Conference on Water Distribution System Analysis (WDSA) & Computing and Control in the Water Industry (CCWI)
dc.rights Reconocimiento - No comercial - Compartir igual (by-nc-sa) es_ES
dc.subject Pressure management es_ES
dc.subject Leakage control es_ES
dc.subject Pressure-driven viscoelastic leakage model es_ES
dc.subject Drop-restore pressure es_ES
dc.title Leakage control of water distribution system by drop-restore pressure based on viscoelastic mechanism es_ES
dc.type Capítulo de libro es_ES
dc.type Comunicación en congreso es_ES
dc.identifier.doi 10.4995/WDSA-CCWI2022.2022.14817
dc.rights.accessRights Abierto es_ES
dc.description.bibliographicCitation Gao, J.; Chen, J.; Wu, W.; Deng, L.; Li, K.; Yuan, Y. (2024). Leakage control of water distribution system by drop-restore pressure based on viscoelastic mechanism. Editorial Universitat Politècnica de València. https://doi.org/10.4995/WDSA-CCWI2022.2022.14817 es_ES
dc.description.accrualMethod OCS es_ES
dc.relation.conferencename 2nd WDSA/CCWI Joint Conference es_ES
dc.relation.conferencedate Julio 18-22, 2022 es_ES
dc.relation.conferenceplace Valencia, España es_ES
dc.relation.publisherversion http://ocs.editorial.upv.es/index.php/WDSA-CCWI/WDSA-CCWI2022/paper/view/14817 es_ES
dc.type.version info:eu-repo/semantics/publishedVersion es_ES
dc.relation.pasarela OCS\14817 es_ES


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