Search engine for discovering works of Art, research articles, and books related to Art and Culture
ShareThis
Javascript must be enabled to continue!

Study on the Anti-Seepage Reinforcement Scheme of Earth-Rock Dam for Changli Reservoir

View through CrossRef
Seepage failure is an important factor in causing dam-break of earth-rock dam, so the study of anti-seepage reinforcement for dilapidated reservoirs is always an important topic to earth-rock dam. Changli reservoir, since the completion, soil flow and failure by piping occur in dam slopes, the safety of downstream residents has been threatened both in life and property. Based on the comparisons of the effects of anti-seepage reinforcement schemes,the result shows that, for this clay dam, concrete cut-off wall can improve the seepage state obviously and has a higher operational stability. Thus, the concrete cut-off wall is designated as the recommended anti-seepage scheme for Changli reservoir.
Title: Study on the Anti-Seepage Reinforcement Scheme of Earth-Rock Dam for Changli Reservoir
Description:
Seepage failure is an important factor in causing dam-break of earth-rock dam, so the study of anti-seepage reinforcement for dilapidated reservoirs is always an important topic to earth-rock dam.
Changli reservoir, since the completion, soil flow and failure by piping occur in dam slopes, the safety of downstream residents has been threatened both in life and property.
Based on the comparisons of the effects of anti-seepage reinforcement schemes,the result shows that, for this clay dam, concrete cut-off wall can improve the seepage state obviously and has a higher operational stability.
Thus, the concrete cut-off wall is designated as the recommended anti-seepage scheme for Changli reservoir.

Related Results

Analysis of coupled seepage and temperature fields in concrete dam
Analysis of coupled seepage and temperature fields in concrete dam
AbstractIt is very important to investigate the coupled problem and solution of seepage and temperature fields in the concrete dam. Seepage through the concrete dam influences the ...
Analysis of Sluice Foundation Seepage Using Monitoring Data and Numerical Simulation
Analysis of Sluice Foundation Seepage Using Monitoring Data and Numerical Simulation
For sluices built on soil foundations, seepage safety of the foundation is one of the most concerns during operation of sluices. Monitoring data could reflect the real seepage beha...
Study on the earth and rock-filled dam settlement monitoring in multi-SAR interferometry
Study on the earth and rock-filled dam settlement monitoring in multi-SAR interferometry
In China, there are nearly 100,000 earth and rock-filled dams, which are essential water conservancy facilities for agricultural irrigation, food security, flood controlling, and p...
Reliability-based design (RBD) of shallow foundations on rock masses
Reliability-based design (RBD) of shallow foundations on rock masses
[ACCESS RESTRICTED TO THE UNIVERSITY OF MISSOURI AT AUTHOR'S REQUEST.] The reliability-based design (RBD) approach that separately accounts for variability and uncertainty in load(...
Study on Physical Simulation Experimental Technology of Ultra-low Permeability Large-scale Outcrop Model
Study on Physical Simulation Experimental Technology of Ultra-low Permeability Large-scale Outcrop Model
Abstract Ultra-low permeability reserves have accounted for a very large proportion of China's proven reserves and undeveloped reserves at present, so it is very ...
Noordnederlandse majolica: kast opruimen
Noordnederlandse majolica: kast opruimen
AbstractThis article has been prompted by two recent works on the subject, the new and greatly expanded version published in 1981 of Nederlandse majolica by Dingeman Korf, a pionee...
Modelling of Seepage and Slope Stability Analysis of Ribb Embankment Dam, Ethiopia
Modelling of Seepage and Slope Stability Analysis of Ribb Embankment Dam, Ethiopia
Abstract Safety against seepage is one in all the primary important steps for checking the possibility of failure of embankment dam and the stability of an embankment dam d...

Back to Top