Assessment of water leakage through the right abutment of the Seymareh dam
(ندگان)پدیدآور
Cheshomi, AkbarSahbaniya, YaghobAshjari, Javadنوع مدرک
TextResearch Paper
زبان مدرک
Englishچکیده
One of the major issues in dam construction is water seepage, post impounding. Assessment and prediction of the amount of waterleakage can be useful in preventing such events. The Seymareh dam has been constructed on the Seymareh River in Ilam province,Southwest of Iran. The dam controls the floods and generates hydroelectric power. It is already under impoundment and the seepageproblem is being considered. Grout curtains have been employed in two directions at the right abutment of the dam to control theseepage. 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 isto predict the amount of water seepage through the right abutment of the dam by using numerical modeling. For this purpose, a newGW finite element code was used for a two-dimensional simulation of the water seepage. The Levels of the observations wells and thedischarges of the downstream springs on the right river bank are used as the main data for this modeling and its verification.Assessments show that if the dam impoundment rises to the normal level, significant seepage may occur through the right abutment.
کلید واژگان
GW codeNumerical Modeling
Seepage
Seymareh dam
شماره نشریه
2تاریخ نشر
2014-10-011393-07-09
ناشر
Tehran, University of Tehran Pressسازمان پدید آورنده
Department of Structural and Engineering Geology, School of Geology, College of Science, University of TehranDepartment of Structural and Engineering Geology, School of Geology, College of Science, University of Tehran
Department of Structural and Engineering Geology, School of Geology, College of Science, University of Tehran
شاپا
2228-78172228-7825




