Optimization of Water Resources to Counteract the Effects of Water Deficit Using the WEAP Model

Descripción del Articulo

The water deficit generates a great impact in regions where demand for this resource is of vital importance for socioeconomic development. The high concentration of urban centres, the poor management of the resource, the various climatic changes, are some of the factors that cause its limitation. Th...

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Detalles Bibliográficos
Autores: Laveriano, Elian Bayona, Huamaní, Juan Reyes, Rosas, Miluska A.
Formato: artículo
Fecha de Publicación:2024
Institución:Universidad Peruana de Ciencias Aplicadas
Repositorio:UPC-Institucional
Lenguaje:inglés
OAI Identifier:oai:repositorioacademico.upc.edu.pe:10757/676044
Enlace del recurso:http://hdl.handle.net/10757/676044
Nivel de acceso:acceso embargado
Materia:water balance
Water deficit
water demand
water resources management
WEAP model
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dc.title.es_PE.fl_str_mv Optimization of Water Resources to Counteract the Effects of Water Deficit Using the WEAP Model
title Optimization of Water Resources to Counteract the Effects of Water Deficit Using the WEAP Model
spellingShingle Optimization of Water Resources to Counteract the Effects of Water Deficit Using the WEAP Model
Laveriano, Elian Bayona
water balance
Water deficit
water demand
water resources management
WEAP model
title_short Optimization of Water Resources to Counteract the Effects of Water Deficit Using the WEAP Model
title_full Optimization of Water Resources to Counteract the Effects of Water Deficit Using the WEAP Model
title_fullStr Optimization of Water Resources to Counteract the Effects of Water Deficit Using the WEAP Model
title_full_unstemmed Optimization of Water Resources to Counteract the Effects of Water Deficit Using the WEAP Model
title_sort Optimization of Water Resources to Counteract the Effects of Water Deficit Using the WEAP Model
author Laveriano, Elian Bayona
author_facet Laveriano, Elian Bayona
Huamaní, Juan Reyes
Rosas, Miluska A.
author_role author
author2 Huamaní, Juan Reyes
Rosas, Miluska A.
author2_role author
author
dc.contributor.author.fl_str_mv Laveriano, Elian Bayona
Huamaní, Juan Reyes
Rosas, Miluska A.
dc.subject.es_PE.fl_str_mv water balance
Water deficit
water demand
water resources management
WEAP model
topic water balance
Water deficit
water demand
water resources management
WEAP model
description The water deficit generates a great impact in regions where demand for this resource is of vital importance for socioeconomic development. The high concentration of urban centres, the poor management of the resource, the various climatic changes, are some of the factors that cause its limitation. This research aims to analyze the best alternative to optimize the resource and meet the demands in areas where its availability and supply are scarce. A hydrological simulation model of the Coata River Basin (CRB) was carried out using the Water Assessment and Planning System (WEAP). Data such as precipitation, temperature, relative humidity, wind speed, and flow were extracted from the historical records of 10 rainfall stations for a period of 50 years (1971-2022). Three scenarios were established in the CRB, the construction of a dam (S1), the implementation of a diversion (S2) and the implementation of a sprinkler irrigation system (S3). The results revealed that S1 has a supply of 1103.1 MMC and a demand of 1308.4 MMC, leaving an unsatisfied demand of 205.3 MMC. The S2 has a supply of 1103.1 MMC and a demand of 1285.6 MMC, leaving an unsatisfied demand of 182.5 MMC. Finally, the S3 presents a supply of 1103.1 MMC and a demand of 912.3 MMC, with the demand for water being fully covered. The implementation of a sprinkler irrigation system proved effective in improving the volume of water required in the CRB.
publishDate 2024
dc.date.accessioned.none.fl_str_mv 2024-10-07T11:15:37Z
dc.date.available.none.fl_str_mv 2024-10-07T11:15:37Z
dc.date.issued.fl_str_mv 2024-01-01
dc.type.es_PE.fl_str_mv info:eu-repo/semantics/article
format article
dc.identifier.doi.none.fl_str_mv 10.11159/iccste24.152
dc.identifier.uri.none.fl_str_mv http://hdl.handle.net/10757/676044
dc.identifier.eissn.none.fl_str_mv 23693002
dc.identifier.journal.es_PE.fl_str_mv International Conference on Civil, Structural and Transportation Engineering
dc.identifier.eid.none.fl_str_mv 2-s2.0-85200345123
dc.identifier.scopusid.none.fl_str_mv SCOPUS_ID:85200345123
identifier_str_mv 10.11159/iccste24.152
23693002
International Conference on Civil, Structural and Transportation Engineering
2-s2.0-85200345123
SCOPUS_ID:85200345123
url http://hdl.handle.net/10757/676044
dc.language.iso.es_PE.fl_str_mv eng
language eng
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dc.publisher.es_PE.fl_str_mv Avestia Publishing
dc.source.none.fl_str_mv reponame:UPC-Institucional
instname:Universidad Peruana de Ciencias Aplicadas
instacron:UPC
instname_str Universidad Peruana de Ciencias Aplicadas
instacron_str UPC
institution UPC
reponame_str UPC-Institucional
collection UPC-Institucional
dc.source.journaltitle.none.fl_str_mv International Conference on Civil, Structural and Transportation Engineering
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spelling c31e08ab99aaf387d4f869f704fe1e803004c7f51aa7cdac50e97c858833f8466e53002060788b01537644fe060f34e51df4bb300Laveriano, Elian BayonaHuamaní, Juan ReyesRosas, Miluska A.2024-10-07T11:15:37Z2024-10-07T11:15:37Z2024-01-0110.11159/iccste24.152http://hdl.handle.net/10757/67604423693002International Conference on Civil, Structural and Transportation Engineering2-s2.0-85200345123SCOPUS_ID:85200345123The water deficit generates a great impact in regions where demand for this resource is of vital importance for socioeconomic development. The high concentration of urban centres, the poor management of the resource, the various climatic changes, are some of the factors that cause its limitation. This research aims to analyze the best alternative to optimize the resource and meet the demands in areas where its availability and supply are scarce. A hydrological simulation model of the Coata River Basin (CRB) was carried out using the Water Assessment and Planning System (WEAP). Data such as precipitation, temperature, relative humidity, wind speed, and flow were extracted from the historical records of 10 rainfall stations for a period of 50 years (1971-2022). Three scenarios were established in the CRB, the construction of a dam (S1), the implementation of a diversion (S2) and the implementation of a sprinkler irrigation system (S3). The results revealed that S1 has a supply of 1103.1 MMC and a demand of 1308.4 MMC, leaving an unsatisfied demand of 205.3 MMC. The S2 has a supply of 1103.1 MMC and a demand of 1285.6 MMC, leaving an unsatisfied demand of 182.5 MMC. Finally, the S3 presents a supply of 1103.1 MMC and a demand of 912.3 MMC, with the demand for water being fully covered. The implementation of a sprinkler irrigation system proved effective in improving the volume of water required in the CRB.application/htmlengAvestia Publishinginfo:eu-repo/semantics/embargoedAccesswater balanceWater deficitwater demandwater resources managementWEAP modelOptimization of Water Resources to Counteract the Effects of Water Deficit Using the WEAP Modelinfo:eu-repo/semantics/articleInternational Conference on Civil, Structural and Transportation Engineeringreponame:UPC-Institucionalinstname:Universidad Peruana de Ciencias Aplicadasinstacron:UPCLICENSElicense.txtlicense.txttext/plain; charset=utf-81748https://repositorioacademico.upc.edu.pe/bitstream/10757/676044/1/license.txt8a4605be74aa9ea9d79846c1fba20a33MD51false10757/676044oai:repositorioacademico.upc.edu.pe:10757/6760442024-10-07 11:15:38.554Repositorio académico upcupc@openrepository.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