نمایش مختصر رکورد

dc.contributor.authorCheshomi, Akbaren_US
dc.contributor.authorSahbaniya, Yaghoben_US
dc.contributor.authorAshjari, Javaden_US
dc.date.accessioned1399-07-09T09:50:24Zfa_IR
dc.date.accessioned2020-09-30T09:50:24Z
dc.date.available1399-07-09T09:50:24Zfa_IR
dc.date.available2020-09-30T09:50:24Z
dc.date.issued2014-10-01en_US
dc.date.issued1393-07-09fa_IR
dc.date.submitted2014-03-17en_US
dc.date.submitted1392-12-26fa_IR
dc.identifier.citationCheshomi, Akbar, Sahbaniya, Yaghob, Ashjari, Javad. (2014). Assessment of water leakage through the right abutment of the Seymareh dam. Geopersia, 4(2), 213-225. doi: 10.22059/jgeope.2014.52720en_US
dc.identifier.issn2228-7817
dc.identifier.issn2228-7825
dc.identifier.urihttps://dx.doi.org/10.22059/jgeope.2014.52720
dc.identifier.urihttps://geopersia.ut.ac.ir/article_52720.html
dc.identifier.urihttps://iranjournals.nlai.ir/handle/123456789/369699
dc.description.abstractOne of the major issues in dam construction is water seepage, post impounding. Assessment and prediction of the amount of water<br />leakage can be useful in preventing such events. The Seymareh dam has been constructed on the Seymareh River in Ilam province,<br />Southwest of Iran. The dam controls the floods and generates hydroelectric power. It is already under impoundment and the seepage<br />problem is being considered. Grout curtains have been employed in two directions at the right abutment of the dam to control the<br />seepage. The normal reservoir level is 720 m and it has been impounded at the 660 m level up to the point. The purpose of this study is<br />to predict the amount of water seepage through the right abutment of the dam by using numerical modeling. For this purpose, a new<br />GW finite element code was used for a two-dimensional simulation of the water seepage. The Levels of the observations wells and the<br />discharges of the downstream springs on the right river bank are used as the main data for this modeling and its verification.<br />Assessments show that if the dam impoundment rises to the normal level, significant seepage may occur through the right abutment.en_US
dc.format.extent640
dc.format.mimetypeapplication/pdf
dc.languageEnglish
dc.language.isoen_US
dc.publisherTehran, University of Tehran Pressen_US
dc.relation.ispartofGeopersiaen_US
dc.relation.ispartofGeopersiafa_IR
dc.relation.isversionofhttps://dx.doi.org/10.22059/jgeope.2014.52720
dc.subjectGW codeen_US
dc.subjectNumerical Modelingen_US
dc.subjectSeepageen_US
dc.subjectSeymareh damen_US
dc.titleAssessment of water leakage through the right abutment of the Seymareh damen_US
dc.typeTexten_US
dc.typeResearch Paperen_US
dc.contributor.departmentDepartment of Structural and Engineering Geology, School of Geology, College of Science, University of Tehranen_US
dc.contributor.departmentDepartment of Structural and Engineering Geology, School of Geology, College of Science, University of Tehranen_US
dc.contributor.departmentDepartment of Structural and Engineering Geology, School of Geology, College of Science, University of Tehranen_US
dc.citation.volume4
dc.citation.issue2
dc.citation.spage213
dc.citation.epage225


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