| dc.contributor.author | Cheshomi, Akbar | en_US |
| dc.contributor.author | Sahbaniya, Yaghob | en_US |
| dc.contributor.author | Ashjari, Javad | en_US |
| dc.date.accessioned | 1399-07-09T09:50:24Z | fa_IR |
| dc.date.accessioned | 2020-09-30T09:50:24Z | |
| dc.date.available | 1399-07-09T09:50:24Z | fa_IR |
| dc.date.available | 2020-09-30T09:50:24Z | |
| dc.date.issued | 2014-10-01 | en_US |
| dc.date.issued | 1393-07-09 | fa_IR |
| dc.date.submitted | 2014-03-17 | en_US |
| dc.date.submitted | 1392-12-26 | fa_IR |
| dc.identifier.citation | Cheshomi, 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.2014.52720 | en_US |
| dc.identifier.issn | 2228-7817 | |
| dc.identifier.issn | 2228-7825 | |
| dc.identifier.uri | https://dx.doi.org/10.22059/jgeope.2014.52720 | |
| dc.identifier.uri | https://geopersia.ut.ac.ir/article_52720.html | |
| dc.identifier.uri | https://iranjournals.nlai.ir/handle/123456789/369699 | |
| dc.description.abstract | One 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.extent | 640 | |
| dc.format.mimetype | application/pdf | |
| dc.language | English | |
| dc.language.iso | en_US | |
| dc.publisher | Tehran, University of Tehran Press | en_US |
| dc.relation.ispartof | Geopersia | en_US |
| dc.relation.ispartof | Geopersia | fa_IR |
| dc.relation.isversionof | https://dx.doi.org/10.22059/jgeope.2014.52720 | |
| dc.subject | GW code | en_US |
| dc.subject | Numerical Modeling | en_US |
| dc.subject | Seepage | en_US |
| dc.subject | Seymareh dam | en_US |
| dc.title | Assessment of water leakage through the right abutment of the Seymareh dam | en_US |
| dc.type | Text | en_US |
| dc.type | Research Paper | en_US |
| dc.contributor.department | Department of Structural and Engineering Geology, School of Geology, College of Science, University of Tehran | en_US |
| dc.contributor.department | Department of Structural and Engineering Geology, School of Geology, College of Science, University of Tehran | en_US |
| dc.contributor.department | Department of Structural and Engineering Geology, School of Geology, College of Science, University of Tehran | en_US |
| dc.citation.volume | 4 | |
| dc.citation.issue | 2 | |
| dc.citation.spage | 213 | |
| dc.citation.epage | 225 | |