Three-Dimensional Analysis of Seepage in Fractured Rock Masses and Evaluation of the Accuracy of Empirical Methods for Predicting Permeability in Cutoff Walls: A Case Study of Chamshir Dam
سال انتشار: 1404
نوع سند: مقاله ژورنالی
زبان: فارسی
مشاهده: 43
فایل این مقاله در 10 صفحه با فرمت PDF قابل دریافت می باشد
- صدور گواهی نمایه سازی
- من نویسنده این مقاله هستم
استخراج به نرم افزارهای پژوهشی:
شناسه ملی سند علمی:
JR_ANM-15-43_003
تاریخ نمایه سازی: 30 تیر 1404
چکیده مقاله:
The assessment of the permeability of fractured rock formations plays a crucial role in optimizing the design of impermeable layers in dam construction projects. Uncontrolled seepage and deficiencies in the preparation of dam foundations and abutments are among the primary causes of dam failures. This study focuses on the investigation of the permeability of fractured rock masses and the design of a cutoff wall using numerical modeling techniques. The fracture network was modeled using the discrete element method (DEM) in the ۳DEC software, considering the joint patterns specific to the region. Geological conditions were incorporated into the three-dimensional model to enhance its realism and accuracy. The numerical model was validated by comparing its results with data obtained from Lugeon tests, ensuring the reliability of the simulations. The cutoff wall was designed in accordance with the geological and hydrogeological conditions of the site. The performance of the cutoff wall was analyzed by modeling two scenarios: one with the cutoff wall and the other without it, using the ۳DEC and Seep/w software. Results from the seepage analyses conducted using these software tools showed that the implementation of the cutoff wall reduced seepage by ۷۰% according to ۳DEC and ۸۰% according to Seep/w. Additionally, the permeability values obtained through various empirical methods were compared, and their errors were evaluated using the Root Mean Square Error (RMSE) index. The obtained RMSE values for the methods are as follows: Dupuit (۰.۲× ۱۰^-۷), Altovsky (۱.۱× ۱۰^-۷), Moye (۰.۱۸ × ۱۰^-۷), Hoek-Bray (۰.۱۵ × ۱۰^-۷), and Verigin (۰.۱ × ۱۰^-۷), respectively. The findings revealed that the Hoek method and Verigin method provided the most accurate results, exhibiting the least amount of error when compared to other empirical methods.
کلیدواژه ها:
نویسندگان
Alireza Baghbanan
Dept. of Mining Engineering, Isfahan University of Technology, Isfahan, Iran
Masoud Dararbi
Dept. of Mining Engineering, Isfahan University of Technology, Isfahan, Iran
Amirhosein Momeni
Dept. of Mining Engineering, Isfahan University of Technology, Isfahan, Iran
Ahmad Rahmani Shahraki
Dept. of Mining Engineering, Isfahan University of Technology, Isfahan, Iran
Amin Azhari
Dept. of Mining Engineering, Isfahan University of Technology, Isfahan, Iran
مراجع و منابع این مقاله:
لیست زیر مراجع و منابع استفاده شده در این مقاله را نمایش می دهد. این مراجع به صورت کاملا ماشینی و بر اساس هوش مصنوعی استخراج شده اند و لذا ممکن است دارای اشکالاتی باشند که به مرور زمان دقت استخراج این محتوا افزایش می یابد. مراجعی که مقالات مربوط به آنها در سیویلیکا نمایه شده و پیدا شده اند، به خود مقاله لینک شده اند :