- -

Rehabilitation of Existing Intermittent Water Supply Network under Fund Constraints using Marginal Increase in Resilience to Marginal Increase in Cost Method

RiuNet: Repositorio Institucional de la Universidad Politécnica de Valencia

Compartir/Enviar a

Citas

Estadísticas

  • Estadisticas de Uso

Rehabilitation of Existing Intermittent Water Supply Network under Fund Constraints using Marginal Increase in Resilience to Marginal Increase in Cost Method

Mostrar el registro sencillo del ítem

Ficheros en el ítem

dc.contributor.author Tiwari, Satyam Rajesh es_ES
dc.contributor.author Sharma, Aniket es_ES
dc.contributor.author Pandey, Prerna es_ES
dc.contributor.author Dongre, Shilpa es_ES
dc.contributor.author Gupta, Rajesh es_ES
dc.date.accessioned 2025-01-22T00:52:56Z
dc.date.available 2025-01-22T00:52:56Z
dc.date.issued 2025-01-20
dc.identifier.isbn 9788490489826
dc.identifier.uri http://hdl.handle.net/10251/213958
dc.description.abstract [EN] The battle of intermittent water supply posed a tough challenge by jointly considering a problem related to analysis, design and operation of water distribution networks (WDNs). A methodology is needed which could summon all the inefficiencies of the existing network on a single platform to achieve the different stated objectives (Indicators) under some technical and financial constraints. The main targets are: (1) reduction in losses by repairing leaks, and/or replacing pipes, (2) to increase consumer satisfaction by meeting the demands at required pressure. A multi-stage methodology is proposed to suggest a solution to the given problem. Initially, demand nodes are clustered to form District Metering Area (DMA) by considering the locations of existing valves. The methodology of Sharma et al. (2022) consists of identification of clusters and their boundaries by considering the location of existing valves. Out of the several ways of improving the network performance in desired 5-year periods with limited budget in each year, the leak detection and repair, pipe replacement with same or higher size, and valve installation to reduce excess pressure are proposed to be targeted primarily. A fast greedy algorithm, similar to that used by Gupta and Bhave (1996) for design of WDN and Agrawal et al. (2007) for strengthening and expansion of WDN, is proposed to be used. The iterative methodology starts with DMA formation in existing network. Benefits in terms of improvements in both head and outflows at demand nodes due to change in any option will be calculated along with increase in cost for that option. All the options will be considered one by one. Out of several options at any stage few best will be selected. The iterative process of selection for any year will be repeated till the available fund for that year are exhausted. Final solution for the first year will become, initial solution for the next year. Solution for all the five years will be obtained. Finally, the performance of network would be assessed using suggested parameters and the results will be reported es_ES
dc.format.extent 7 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) es_ES
dc.rights Reconocimiento - No comercial - Compartir igual (by-nc-sa) es_ES
dc.subject Water network operation optimization es_ES
dc.subject Water infrastructures es_ES
dc.subject Water network management es_ES
dc.subject Water supply network es_ES
dc.subject Water distribution networks (WDNs) es_ES
dc.title Rehabilitation of Existing Intermittent Water Supply Network under Fund Constraints using Marginal Increase in Resilience to Marginal Increase in Cost Method es_ES
dc.type Capítulo de libro es_ES
dc.type Comunicación en congreso es_ES
dc.identifier.doi 10.4995/WDSA-CCWI2022.2022.14178
dc.rights.accessRights Abierto es_ES
dc.description.bibliographicCitation Tiwari, SR.; Sharma, A.; Pandey, P.; Dongre, S.; Gupta, R. (2025). Rehabilitation of Existing Intermittent Water Supply Network under Fund Constraints using Marginal Increase in Resilience to Marginal Increase in Cost Method. En 2nd International Join Conference on Water Distribution System Analysis (WDSA) & Computing and Control in the Water Industry (CCWI). Editorial Universitat Politècnica de València. 1440-1446. https://doi.org/10.4995/WDSA-CCWI2022.2022.14178 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 https://ocs.editorial.upv.es/index.php/WDSA-CCWI/WDSA-CCWI2022/paper/view/14178 es_ES
dc.description.upvformatpinicio 1440 es_ES
dc.description.upvformatpfin 1446 es_ES


Este ítem aparece en la(s) siguiente(s) colección(ones)

Mostrar el registro sencillo del ítem