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清华洞水库岩溶地质条件及防渗体系

卢晓鹏

水利水电科技进展Issue(6):83-86,4.
水利水电科技进展Issue(6):83-86,4.DOI:10.3880/j.issn.1006-7647.2013.06.018

清华洞水库岩溶地质条件及防渗体系

Karst geological conditions and seepage control system of Qinghuadong Reservoir

卢晓鹏1

作者信息

  • 1. 云南省水利水电科学研究院,云南 昆明 650228
  • 折叠

摘要

Abstract

For controlling serious karst leakage of Qinghuadong Resevoir,the leakage sections were identified. According to the engineering geological conditions of the dam site, the position and seepage line of the plugging holes body were selected by adopting seepage control project with small amount of work and avoiding well developed karst caves. According to the the hub area karst development law, characteristics and hydrogeological conditions and the distribution of relatively impermeable layer, we adopted curtain grouting corridors of the upper and lower levels. The maximum depth of the formed seepage curtain is 145m, and the maximum width is 558mm. The average permeable rock rate fell from 13.38Lu to 1.25Lu, the seepage effect is remarkable, and the reservoir has been properly build operation.

关键词

岩溶/防渗体系/暗河堵洞体/帷幕灌浆/清华洞水库

Key words

karst/seepage control system/plugging holes body/curtain grouting/Qinghuadong Reservoir

分类

天文与地球科学

引用本文复制引用

卢晓鹏..清华洞水库岩溶地质条件及防渗体系[J].水利水电科技进展,2013,(6):83-86,4.

基金项目

云南省水利科技计划(201207) (201207)

水利水电科技进展

OA北大核心CSCDCSTPCD

1006-7647

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