Seepage Analysis of Clay Core Dam Based on Prototype Monitoring

TAO Cong-cong, CHEN Hong-wei, KONG Song,GUO Cheng

Journal of Changjiang River Scientific Research Institute ›› 2017, Vol. 34 ›› Issue (9) : 70-73.

PDF(2370 KB)
PDF(2370 KB)
Journal of Changjiang River Scientific Research Institute ›› 2017, Vol. 34 ›› Issue (9) : 70-73. DOI: 10.11988/ckyyb.20160461
ENGINEERING SAFETY AND DISASTER PREVENTION

Seepage Analysis of Clay Core Dam Based on Prototype Monitoring

  • TAO Cong-cong, CHEN Hong-wei, KONG Song,GUO Cheng
Author information +
History +

Abstract

Increases in seepage through dam body and seepage around dam were found during the impoundment of a clay core dam. In order to investigate into the causes, we carried out prototype monitoring on environmental parameters, seepage through and around dam, seepage pressure, as well as seepage amount, and obtained monitoring results. To further analyze the seepage source, we conducted model test on seepage flow amount. Results revealed that all the factors are significantly affected by reservoir water level, which is a main cause of seepage amount change. Rainfall is a secondary cause. Reservoir water level mainly affects the seepage around dam, and then the seepage through dam foundation. The impact of reservoir water level is instantaneous and in the meantime steady.

Key words

prototype monitoring / clay core dam / seepage through dam body / seepage around dam / seepage flow

Cite this article

Download Citations
TAO Cong-cong, CHEN Hong-wei, KONG Song,GUO Cheng. Seepage Analysis of Clay Core Dam Based on Prototype Monitoring[J]. Journal of Changjiang River Scientific Research Institute. 2017, 34(9): 70-73 https://doi.org/10.11988/ckyyb.20160461

References

[1] 张秀丽,杨泽艳.水工设计手册第11卷水工安全监测[M] .北京:中国水利水电出版社,2013.
[2] 蒋秀华,吕文星,钱云平,等.西霞院水库绕坝渗流分析[J] .地下水,2015,37(6):159-166.
[3] 朱 朋,卢书强,薛聪聪,等.库水位升降与降雨条件下滑坡的渗流及稳定性分析[J] .长江科学院院报,2015,32(11):87-92
[4] 王志远,潘 琳,沈 慧.水工建筑物异常工作性态实例解析[M] .北京:中国水利水电出版社,2014.
[5] 顾冲时,吴中如.大坝与坝基安全监控理论和方法及其应用[M] .南京:河海大学出版社,2006.
[6] 沈长松,吴中如.混凝土坝坝基扬压力统计模型的探讨[J] .河海大学学报,1989,17(1):109-116.
PDF(2370 KB)

Accesses

Citation

Detail

Sections
Recommended

/