Assessment of the Water Transfer Capacity from Be River Basin through Phuoc Hoa Hydraulic-Works
Study on water transfer from a basin to others aims to exploit and utilize water resources effectively. However, this is considered as a complex and sensitive issue due to many constraints of socio‐economics and environment. The Phuoc Hoa hydraulic‐works, the fourth cascade on Be River located in th...
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| Veröffentlicht in: | Clean : soil, air, water air, water, 2015-05, Vol.43 (5), p.645-651 |
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| creator | Vu Van, Nghi Nguyen Hai, Au |
| description | Study on water transfer from a basin to others aims to exploit and utilize water resources effectively. However, this is considered as a complex and sensitive issue due to many constraints of socio‐economics and environment. The Phuoc Hoa hydraulic‐works, the fourth cascade on Be River located in the south of Vietnam, is now under construction. Then, a planned discharge of 50 m3/s will be transferred to the Dau Tieng reservoir in Sai Gon River. Based on the reliably processed meteo‐hydrological data, water demands and the constraint of environmental flow, etc., the rainfall–runoff model, NAM, and water balance model, MIKE BASIN, were applied to the Be River basin. The simulated results using NAM model showed efficiency coefficient R
2 > 0.85, mass residual Bias |
| doi_str_mv | 10.1002/clen.201300262 |
| format | Article |
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2 > 0.85, mass residual Bias < 5% which are reliable enough to be used for the MIKE BASIN model. Consequently, the water capacity transferred from the Phuoc Hoa hydraulic‐works to the Dau Tieng reservoir was determined under various hydrological years such as wet year – P10%, average year – P50% and dry year – P90%.
NAM expressed “very good” fit and satisfied the conditions of the process flow simulation in the studied area. Simulated NAM discharges from 1981 to 1993 at the Phuoc Long and Phuoc Hoa gauging stations are in good agreement with actual measured data.</description><identifier>ISSN: 1863-0650</identifier><identifier>EISSN: 1863-0669</identifier><identifier>DOI: 10.1002/clen.201300262</identifier><language>eng</language><publisher>Weinheim: Blackwell Publishing Ltd</publisher><subject>Hydraulics ; Hydrologic modeling ; Hydrology ; Mathematical models ; MIKE BASIN ; NAM ; Water allocation</subject><ispartof>Clean : soil, air, water, 2015-05, Vol.43 (5), p.645-651</ispartof><rights>2014 WILEY-VCH Verlag GmbH & Co. KGaA, Weinheim</rights><rights>2015 WILEY-VCH Verlag GmbH & Co. KGaA, Weinheim</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://onlinelibrary.wiley.com/doi/pdf/10.1002%2Fclen.201300262$$EPDF$$P50$$Gwiley$$H</linktopdf><linktohtml>$$Uhttps://onlinelibrary.wiley.com/doi/full/10.1002%2Fclen.201300262$$EHTML$$P50$$Gwiley$$H</linktohtml><link.rule.ids>314,776,780,1411,27901,27902,45550,45551</link.rule.ids></links><search><creatorcontrib>Vu Van, Nghi</creatorcontrib><creatorcontrib>Nguyen Hai, Au</creatorcontrib><title>Assessment of the Water Transfer Capacity from Be River Basin through Phuoc Hoa Hydraulic-Works</title><title>Clean : soil, air, water</title><addtitle>Clean Soil Air Water</addtitle><description>Study on water transfer from a basin to others aims to exploit and utilize water resources effectively. However, this is considered as a complex and sensitive issue due to many constraints of socio‐economics and environment. The Phuoc Hoa hydraulic‐works, the fourth cascade on Be River located in the south of Vietnam, is now under construction. Then, a planned discharge of 50 m3/s will be transferred to the Dau Tieng reservoir in Sai Gon River. Based on the reliably processed meteo‐hydrological data, water demands and the constraint of environmental flow, etc., the rainfall–runoff model, NAM, and water balance model, MIKE BASIN, were applied to the Be River basin. The simulated results using NAM model showed efficiency coefficient R
2 > 0.85, mass residual Bias < 5% which are reliable enough to be used for the MIKE BASIN model. Consequently, the water capacity transferred from the Phuoc Hoa hydraulic‐works to the Dau Tieng reservoir was determined under various hydrological years such as wet year – P10%, average year – P50% and dry year – P90%.
NAM expressed “very good” fit and satisfied the conditions of the process flow simulation in the studied area. Simulated NAM discharges from 1981 to 1993 at the Phuoc Long and Phuoc Hoa gauging stations are in good agreement with actual measured data.</description><subject>Hydraulics</subject><subject>Hydrologic modeling</subject><subject>Hydrology</subject><subject>Mathematical models</subject><subject>MIKE BASIN</subject><subject>NAM</subject><subject>Water allocation</subject><issn>1863-0650</issn><issn>1863-0669</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2015</creationdate><recordtype>article</recordtype><recordid>eNpdkDtPwzAURiMEEuWxMltiYUnxI3bakVZAEaEgVFSJxXKca2pI42InQP89roo6MN2Hznd1dZLkjOA-wZhe6hqaPsWExUHQvaRHBoKlWIjh_q7n-DA5CuEdY4GJIL1EXoUAISyhaZEzqF0AmqsWPJp51QQTm7FaKW3bNTLeLdEI0LP9iuuRCraJvHfd2wI9LTqn0cQpNFlXXnW11enc-Y9wkhwYVQc4_avHycvN9Ww8SYvH27vxVZFahjOaQsYAjBKcQllq4DgzmhDBs4pypgnP88xAVVaqYmpIGWclxRWmxNCq1LnR7Di52N5deffZQWjl0gYNda0acF2QRAwY45RlPKLn_9B31_kmfrehor4seorUcEt92xrWcuXtUvm1JFhuZMuNbLmTLcfF9XQ3xWy6zdrQws8uq_yHFDnLuZxPb-VoNimm98WrfGC_LDWEsw</recordid><startdate>201505</startdate><enddate>201505</enddate><creator>Vu Van, Nghi</creator><creator>Nguyen Hai, Au</creator><general>Blackwell Publishing Ltd</general><general>Wiley Subscription Services, Inc</general><scope>BSCLL</scope><scope>7QH</scope><scope>7ST</scope><scope>7UA</scope><scope>C1K</scope><scope>F1W</scope><scope>H97</scope><scope>L.G</scope><scope>SOI</scope><scope>7U6</scope></search><sort><creationdate>201505</creationdate><title>Assessment of the Water Transfer Capacity from Be River Basin through Phuoc Hoa Hydraulic-Works</title><author>Vu Van, Nghi ; Nguyen Hai, Au</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-i3042-e43eefa652ebbce504fc11654d253c15774fedbdad3a92353b20d021f2dbc7fc3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2015</creationdate><topic>Hydraulics</topic><topic>Hydrologic modeling</topic><topic>Hydrology</topic><topic>Mathematical models</topic><topic>MIKE BASIN</topic><topic>NAM</topic><topic>Water allocation</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Vu Van, Nghi</creatorcontrib><creatorcontrib>Nguyen Hai, Au</creatorcontrib><collection>Istex</collection><collection>Aqualine</collection><collection>Environment Abstracts</collection><collection>Water Resources Abstracts</collection><collection>Environmental Sciences and Pollution Management</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 3: Aquatic Pollution & Environmental Quality</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><collection>Environment Abstracts</collection><collection>Sustainability Science Abstracts</collection><jtitle>Clean : soil, air, water</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Vu Van, Nghi</au><au>Nguyen Hai, Au</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Assessment of the Water Transfer Capacity from Be River Basin through Phuoc Hoa Hydraulic-Works</atitle><jtitle>Clean : soil, air, water</jtitle><addtitle>Clean Soil Air Water</addtitle><date>2015-05</date><risdate>2015</risdate><volume>43</volume><issue>5</issue><spage>645</spage><epage>651</epage><pages>645-651</pages><issn>1863-0650</issn><eissn>1863-0669</eissn><abstract>Study on water transfer from a basin to others aims to exploit and utilize water resources effectively. However, this is considered as a complex and sensitive issue due to many constraints of socio‐economics and environment. The Phuoc Hoa hydraulic‐works, the fourth cascade on Be River located in the south of Vietnam, is now under construction. Then, a planned discharge of 50 m3/s will be transferred to the Dau Tieng reservoir in Sai Gon River. Based on the reliably processed meteo‐hydrological data, water demands and the constraint of environmental flow, etc., the rainfall–runoff model, NAM, and water balance model, MIKE BASIN, were applied to the Be River basin. The simulated results using NAM model showed efficiency coefficient R
2 > 0.85, mass residual Bias < 5% which are reliable enough to be used for the MIKE BASIN model. Consequently, the water capacity transferred from the Phuoc Hoa hydraulic‐works to the Dau Tieng reservoir was determined under various hydrological years such as wet year – P10%, average year – P50% and dry year – P90%.
NAM expressed “very good” fit and satisfied the conditions of the process flow simulation in the studied area. Simulated NAM discharges from 1981 to 1993 at the Phuoc Long and Phuoc Hoa gauging stations are in good agreement with actual measured data.</abstract><cop>Weinheim</cop><pub>Blackwell Publishing Ltd</pub><doi>10.1002/clen.201300262</doi><tpages>7</tpages></addata></record> |
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| ispartof | Clean : soil, air, water, 2015-05, Vol.43 (5), p.645-651 |
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| source | Wiley Online Library Journals Frontfile Complete |
| subjects | Hydraulics Hydrologic modeling Hydrology Mathematical models MIKE BASIN NAM Water allocation |
| title | Assessment of the Water Transfer Capacity from Be River Basin through Phuoc Hoa Hydraulic-Works |
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