Seepage properties of geomembrane faced sandy-gravel dams with different dam heights due to defect-induced leakage
Authors
Weijun Cen, Hui Wang, Dengjun Li
Corresponding Author
Weijun Cen
Available Online June 2017.
- DOI
- 10.2991/iceep-17.2017.239How to use a DOI?
- Keywords
- Sandy-gravel dams, geomembrane, defect-induced leakage, phreatic line, seepage flux
- Abstract
The unsaturated seepage theory was employed to calculate the seepage field of geomembrane faced sandy-gravel dams with different heights. The influences of the location and size of defect on the phreatic line and seepage flux of dam were analyzed particularly. The results revealed that the change trends of the phreatic line and seepage flux of dams with different heights are basically the same. However, the height of phreatic line and the seepage flux both decrease with increasing defect location in geomembrane. In addition, the size of the defect has little influence on the phreatic line and seepage flux.
- Copyright
- © 2017, the Authors. Published by Atlantis Press.
- Open Access
- This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).
Cite this article
TY - CONF AU - Weijun Cen AU - Hui Wang AU - Dengjun Li PY - 2017/06 DA - 2017/06 TI - Seepage properties of geomembrane faced sandy-gravel dams with different dam heights due to defect-induced leakage BT - Proceedings of the 2017 6th International Conference on Energy and Environmental Protection (ICEEP 2017) PB - Atlantis Press SP - 1361 EP - 1365 SN - 2352-5401 UR - https://doi.org/10.2991/iceep-17.2017.239 DO - 10.2991/iceep-17.2017.239 ID - Cen2017/06 ER -