Estimating RESCON model parameters for efficient sediment flushing in a dam reservoir
In this study, we developed a parameter estimation method of a reservoir conservation model that was developed by the World Bank for efficient sediment flushing operation in dam reservoirs. The parameters for sediment flushing operation are flushing discharge, duration, frequency, and necessary rese...
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Veröffentlicht in: | Environmental earth sciences 2019-03, Vol.78 (6), p.1-10, Article 224 |
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creator | Idrees, Muhammad Bilal Lee, Jin-Young Kim, Tae-Woong |
description | In this study, we developed a parameter estimation method of a reservoir conservation model that was developed by the World Bank for efficient sediment flushing operation in dam reservoirs. The parameters for sediment flushing operation are flushing discharge, duration, frequency, and necessary reservoir drawdown. The parameter estimation method was applied to Shahpur Dam in Pakistan, in which sediment balance ratio and long-term capacity ratio were used as indicators of flushing efficiency. For efficient flushing of Shahpur Dam, we recommended that bottom outlets at the dam be retrofitted to achieve a flushing discharge of 7.5 m
3
/s. The reservoir water elevation should be drawn to a minimum level of 430 m, and the flushing operation should be performed annually over a 15-day span. Flushing using these parameters would result in 100% sediment balance, with 69% of original dam capacity recovered in the long term. We also assessed constraints on dam site for successful flushing. The drawdown ratio was 0.72, sediment balance ratio at full drawdown was 1.58, flushing width ratio was 0.88, and top width ratio was 1.23. For every increment of 0.5 m
3
/s in flushing discharge, the amount of sediment flushed increased by 0.020–0.025 million tonnes. This method can provide guidelines for implementation of sediment flushing operations for reservoir sediment management. |
doi_str_mv | 10.1007/s12665-019-8229-9 |
format | Article |
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3
/s. The reservoir water elevation should be drawn to a minimum level of 430 m, and the flushing operation should be performed annually over a 15-day span. Flushing using these parameters would result in 100% sediment balance, with 69% of original dam capacity recovered in the long term. We also assessed constraints on dam site for successful flushing. The drawdown ratio was 0.72, sediment balance ratio at full drawdown was 1.58, flushing width ratio was 0.88, and top width ratio was 1.23. For every increment of 0.5 m
3
/s in flushing discharge, the amount of sediment flushed increased by 0.020–0.025 million tonnes. This method can provide guidelines for implementation of sediment flushing operations for reservoir sediment management.</description><identifier>ISSN: 1866-6280</identifier><identifier>EISSN: 1866-6299</identifier><identifier>DOI: 10.1007/s12665-019-8229-9</identifier><language>eng</language><publisher>Berlin/Heidelberg: Springer Berlin Heidelberg</publisher><subject>Biogeosciences ; Capacity ; Conservation ; Dams ; Damsites ; Discharge ; Drawdown ; Duration ; Earth and Environmental Science ; Earth Sciences ; Elevation ; Environmental Science and Engineering ; Financial institutions ; Flushing ; Flushing (water) ; Geochemistry ; Geology ; Hydrology/Water Resources ; Mathematical models ; Methods ; Original Article ; Parameter estimation ; Parameters ; Reservoir management ; Reservoir water ; Retrofitting ; Sediment ; Sediments ; Terrestrial Pollution ; Width</subject><ispartof>Environmental earth sciences, 2019-03, Vol.78 (6), p.1-10, Article 224</ispartof><rights>Springer-Verlag GmbH Germany, part of Springer Nature 2019</rights><rights>Environmental Earth Sciences is a copyright of Springer, (2019). All Rights Reserved.</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a339t-abba80f88a879f88647de608e777af8873633048dc06f5fee130877d4ce82003</citedby><cites>FETCH-LOGICAL-a339t-abba80f88a879f88647de608e777af8873633048dc06f5fee130877d4ce82003</cites><orcidid>0000-0002-1793-2483</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://link.springer.com/content/pdf/10.1007/s12665-019-8229-9$$EPDF$$P50$$Gspringer$$H</linktopdf><linktohtml>$$Uhttps://link.springer.com/10.1007/s12665-019-8229-9$$EHTML$$P50$$Gspringer$$H</linktohtml><link.rule.ids>314,776,780,27901,27902,41464,42533,51294</link.rule.ids></links><search><creatorcontrib>Idrees, Muhammad Bilal</creatorcontrib><creatorcontrib>Lee, Jin-Young</creatorcontrib><creatorcontrib>Kim, Tae-Woong</creatorcontrib><title>Estimating RESCON model parameters for efficient sediment flushing in a dam reservoir</title><title>Environmental earth sciences</title><addtitle>Environ Earth Sci</addtitle><description>In this study, we developed a parameter estimation method of a reservoir conservation model that was developed by the World Bank for efficient sediment flushing operation in dam reservoirs. The parameters for sediment flushing operation are flushing discharge, duration, frequency, and necessary reservoir drawdown. The parameter estimation method was applied to Shahpur Dam in Pakistan, in which sediment balance ratio and long-term capacity ratio were used as indicators of flushing efficiency. For efficient flushing of Shahpur Dam, we recommended that bottom outlets at the dam be retrofitted to achieve a flushing discharge of 7.5 m
3
/s. The reservoir water elevation should be drawn to a minimum level of 430 m, and the flushing operation should be performed annually over a 15-day span. Flushing using these parameters would result in 100% sediment balance, with 69% of original dam capacity recovered in the long term. We also assessed constraints on dam site for successful flushing. The drawdown ratio was 0.72, sediment balance ratio at full drawdown was 1.58, flushing width ratio was 0.88, and top width ratio was 1.23. For every increment of 0.5 m
3
/s in flushing discharge, the amount of sediment flushed increased by 0.020–0.025 million tonnes. This method can provide guidelines for implementation of sediment flushing operations for reservoir sediment management.</description><subject>Biogeosciences</subject><subject>Capacity</subject><subject>Conservation</subject><subject>Dams</subject><subject>Damsites</subject><subject>Discharge</subject><subject>Drawdown</subject><subject>Duration</subject><subject>Earth and Environmental Science</subject><subject>Earth Sciences</subject><subject>Elevation</subject><subject>Environmental Science and Engineering</subject><subject>Financial institutions</subject><subject>Flushing</subject><subject>Flushing (water)</subject><subject>Geochemistry</subject><subject>Geology</subject><subject>Hydrology/Water Resources</subject><subject>Mathematical models</subject><subject>Methods</subject><subject>Original Article</subject><subject>Parameter estimation</subject><subject>Parameters</subject><subject>Reservoir management</subject><subject>Reservoir water</subject><subject>Retrofitting</subject><subject>Sediment</subject><subject>Sediments</subject><subject>Terrestrial Pollution</subject><subject>Width</subject><issn>1866-6280</issn><issn>1866-6299</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2019</creationdate><recordtype>article</recordtype><sourceid>BENPR</sourceid><recordid>eNp1UE1LAzEUDKJgqf0B3gKeo_nY5uMopWqhWNB6DunuS03p7tZkV_Dfm2VFT77LvAcz85hB6JrRW0apukuMSzknlBmiOTfEnKEJ01ISyY05_901vUSzlA40j2DCUDlBb8vUhdp1odnjl-XrYvOM67aCIz656GroICbs24jB-1AGaDqcoAr1sPhjn94HXWiww5WrcYQE8bMN8QpdeHdMMPvBKdo-LLeLJ7LePK4W92vihDAdcbud09Rr7bQyGWShKpBUg1LK5VsJKQQtdFVS6ecegAmqlaqKEjTPGaboZrQ9xfajh9TZQ9vHJn-0nBmmuWKFziw2ssrYphTB21PMkeOXZdQO_dmxP5v7s0N_1mQNHzUpc5s9xD_n_0Xfn5FyGg</recordid><startdate>20190301</startdate><enddate>20190301</enddate><creator>Idrees, Muhammad Bilal</creator><creator>Lee, Jin-Young</creator><creator>Kim, Tae-Woong</creator><general>Springer Berlin Heidelberg</general><general>Springer Nature B.V</general><scope>AAYXX</scope><scope>CITATION</scope><scope>3V.</scope><scope>7ST</scope><scope>7TG</scope><scope>7UA</scope><scope>7XB</scope><scope>88I</scope><scope>8FK</scope><scope>ABUWG</scope><scope>AEUYN</scope><scope>AFKRA</scope><scope>ATCPS</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>BHPHI</scope><scope>BKSAR</scope><scope>C1K</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>F1W</scope><scope>GNUQQ</scope><scope>H96</scope><scope>HCIFZ</scope><scope>KL.</scope><scope>L.G</scope><scope>M2P</scope><scope>PATMY</scope><scope>PCBAR</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PYCSY</scope><scope>Q9U</scope><scope>SOI</scope><orcidid>https://orcid.org/0000-0002-1793-2483</orcidid></search><sort><creationdate>20190301</creationdate><title>Estimating RESCON model parameters for efficient sediment flushing in a dam reservoir</title><author>Idrees, Muhammad Bilal ; Lee, Jin-Young ; Kim, Tae-Woong</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a339t-abba80f88a879f88647de608e777af8873633048dc06f5fee130877d4ce82003</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2019</creationdate><topic>Biogeosciences</topic><topic>Capacity</topic><topic>Conservation</topic><topic>Dams</topic><topic>Damsites</topic><topic>Discharge</topic><topic>Drawdown</topic><topic>Duration</topic><topic>Earth and Environmental Science</topic><topic>Earth Sciences</topic><topic>Elevation</topic><topic>Environmental Science and Engineering</topic><topic>Financial institutions</topic><topic>Flushing</topic><topic>Flushing (water)</topic><topic>Geochemistry</topic><topic>Geology</topic><topic>Hydrology/Water Resources</topic><topic>Mathematical models</topic><topic>Methods</topic><topic>Original Article</topic><topic>Parameter estimation</topic><topic>Parameters</topic><topic>Reservoir management</topic><topic>Reservoir water</topic><topic>Retrofitting</topic><topic>Sediment</topic><topic>Sediments</topic><topic>Terrestrial Pollution</topic><topic>Width</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Idrees, Muhammad Bilal</creatorcontrib><creatorcontrib>Lee, Jin-Young</creatorcontrib><creatorcontrib>Kim, Tae-Woong</creatorcontrib><collection>CrossRef</collection><collection>ProQuest Central (Corporate)</collection><collection>Environment Abstracts</collection><collection>Meteorological & Geoastrophysical Abstracts</collection><collection>Water Resources Abstracts</collection><collection>ProQuest Central (purchase pre-March 2016)</collection><collection>Science Database (Alumni Edition)</collection><collection>ProQuest Central (Alumni) (purchase pre-March 2016)</collection><collection>ProQuest Central (Alumni Edition)</collection><collection>ProQuest One Sustainability</collection><collection>ProQuest Central UK/Ireland</collection><collection>Agricultural & Environmental Science Collection</collection><collection>ProQuest Central Essentials</collection><collection>ProQuest Central</collection><collection>Natural Science Collection</collection><collection>Earth, Atmospheric & Aquatic Science Collection</collection><collection>Environmental Sciences and Pollution Management</collection><collection>ProQuest One Community College</collection><collection>ProQuest Central Korea</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>ProQuest Central Student</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy & Non-Living Resources</collection><collection>SciTech Premium Collection</collection><collection>Meteorological & Geoastrophysical Abstracts - Academic</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><collection>Science Database</collection><collection>Environmental Science Database</collection><collection>Earth, Atmospheric & Aquatic Science Database</collection><collection>ProQuest One Academic Eastern Edition (DO NOT USE)</collection><collection>ProQuest One Academic</collection><collection>ProQuest One Academic UKI Edition</collection><collection>Environmental Science Collection</collection><collection>ProQuest Central Basic</collection><collection>Environment Abstracts</collection><jtitle>Environmental earth sciences</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Idrees, Muhammad Bilal</au><au>Lee, Jin-Young</au><au>Kim, Tae-Woong</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Estimating RESCON model parameters for efficient sediment flushing in a dam reservoir</atitle><jtitle>Environmental earth sciences</jtitle><stitle>Environ Earth Sci</stitle><date>2019-03-01</date><risdate>2019</risdate><volume>78</volume><issue>6</issue><spage>1</spage><epage>10</epage><pages>1-10</pages><artnum>224</artnum><issn>1866-6280</issn><eissn>1866-6299</eissn><abstract>In this study, we developed a parameter estimation method of a reservoir conservation model that was developed by the World Bank for efficient sediment flushing operation in dam reservoirs. The parameters for sediment flushing operation are flushing discharge, duration, frequency, and necessary reservoir drawdown. The parameter estimation method was applied to Shahpur Dam in Pakistan, in which sediment balance ratio and long-term capacity ratio were used as indicators of flushing efficiency. For efficient flushing of Shahpur Dam, we recommended that bottom outlets at the dam be retrofitted to achieve a flushing discharge of 7.5 m
3
/s. The reservoir water elevation should be drawn to a minimum level of 430 m, and the flushing operation should be performed annually over a 15-day span. Flushing using these parameters would result in 100% sediment balance, with 69% of original dam capacity recovered in the long term. We also assessed constraints on dam site for successful flushing. The drawdown ratio was 0.72, sediment balance ratio at full drawdown was 1.58, flushing width ratio was 0.88, and top width ratio was 1.23. For every increment of 0.5 m
3
/s in flushing discharge, the amount of sediment flushed increased by 0.020–0.025 million tonnes. This method can provide guidelines for implementation of sediment flushing operations for reservoir sediment management.</abstract><cop>Berlin/Heidelberg</cop><pub>Springer Berlin Heidelberg</pub><doi>10.1007/s12665-019-8229-9</doi><tpages>10</tpages><orcidid>https://orcid.org/0000-0002-1793-2483</orcidid></addata></record> |
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subjects | Biogeosciences Capacity Conservation Dams Damsites Discharge Drawdown Duration Earth and Environmental Science Earth Sciences Elevation Environmental Science and Engineering Financial institutions Flushing Flushing (water) Geochemistry Geology Hydrology/Water Resources Mathematical models Methods Original Article Parameter estimation Parameters Reservoir management Reservoir water Retrofitting Sediment Sediments Terrestrial Pollution Width |
title | Estimating RESCON model parameters for efficient sediment flushing in a dam reservoir |
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