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Seepage analysis of Upper Gotvand Dam concerning gypsum karstification(2D and 3D approaches)

Seepage analysis of Upper Gotvand Dam concerning gypsum karstification (2D and 3D approaches)

作     者:Jamshid SADREKARIMI Majid KIYANI Behnam FAKHRI Mohammad Javad VAHDATIRAD Amin BARARI 

作者机构:Faculty of Civil EngineeringUniversity of TabrizTabrizIran Faculty of Civil EngineeringUniversity of MazandaranBabolIran Department of Cicil EngineeringAalborg UniversitySohngårdsholmsvej 57Aalborg 9000Denmark 

出 版 物:《Frontiers of Structural and Civil Engineering》 (结构与土木工程前沿(英文版))

年 卷 期:2011年第5卷第1期

页      面:71-78页

学科分类:1305[艺术学-设计学(可授艺术学、工学学位)] 08[工学] 0815[工学-水利工程] 0813[工学-建筑学] 0814[工学-土木工程] 

主  题:Upper Gotvand Dam seepage analysis gypsum veins 3D model discharge flux 

摘      要:Upper Gotvand Dam is constructed on the Karun River at the south west of *** this paper,2D and 3D models of the dam together with the foundation and abutments were established,and several seepage analyses were carried ***,the gypsum veins that are scattered throughout the foundation ground were included in the models,and the seepage pattern,considering the dissolution law of gypsum,was *** was disclosed that the discharge fluxes obtained from 2D and 3D analyses are not similar,and the discharge flux in 3D model is about four times that of the 2D ***,the 3D model locates the phreatic surface somewhat higher than the 2D *** means that the 2D model estimates lower pore water pressure pattern in comparison with the 3D *** may be attributed to the fact that with 2D model the lateral components of vectors of seepage velocity are *** the current case,the rate of increase of discharge flux due to dissolution of gypsum veins was obtained to be a thirdorder function of the aperture *** spite of the fact that the grout curtain is designed to be about 170 m deep,however,complete dissolve of gypsum will severely increase the discharge flux through the foundation ground.

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