Numerical analysis of infiltration of atomized rain into plunge pool slope in Wudongde hydropower project
|更新时间:2026-06-25
|
Numerical analysis of infiltration of atomized rain into plunge pool slope in Wudongde hydropower project
Vol. 33, Issue 9, (2012)
作者机构:
1. 长江科学院 水利部岩土力学与工程重点实验室,武汉,430010
2. 长江科学院 国家大坝安全工程技术研究中心,武汉,430010
作者简介:
基金信息:
DOI:
CLC:TV223
Online First:12 September 2012,
Published:2012
稿件说明:
移动端阅览
WANG Jin-long, ZHANG Jia-fa, LI Shao-long, et al. Numerical analysis of infiltration of atomized rain into plunge pool slope in Wudongde hydropower project[J]. 2012, 33(9).
DOI:
WANG Jin-long, ZHANG Jia-fa, LI Shao-long, et al. Numerical analysis of infiltration of atomized rain into plunge pool slope in Wudongde hydropower project[J]. 2012, 33(9).DOI:
Numerical analysis of infiltration of atomized rain into plunge pool slope in Wudongde hydropower project
Infiltration of atomized rain by flood releasing is an important factor to the stability of slope by plunge pool for high dam. In order to analyze the effect of atomized rain infiltration in Wudongde hydropower station
the two-dimensional unsaturated and unsteady seepage field is modeled for a typical profile of plunge pool slope
and is simulated with the FEM. The range of the saturated zone and the pressure head of the groundwater in the slope during the infiltration is analyzed under different slope protection conditions. It is shown that for the slope formation with high permeable layer overlying relatively low permeable layer
the pressure head in the resistivity water layer will raise gradually with the increase of infiltration recharge. Application of impermeable material to the slope surface as protection treament can largely decrease the infiltration of atomized rain into the slope
thus the influence of atomized rain on the seepage field of slope is significantly reduced.