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隔河岩水利枢纽基础渗流控制
引用本文:史光前. 隔河岩水利枢纽基础渗流控制[J]. 水力发电, 1993, 0(10): 41-44
作者姓名:史光前
作者单位:长江水利委员会设计局
摘    要:隔河岩坝址基岩具有层状透水,顺河向延伸的断裂构造及岩溶发育,建基岩体透水性不均一,石牌组页岩是可靠的隔水岩层等特性。基岩渗流控制采用由防渗灌浆主帷幕,主排水,坝基辅助排水,两岸山体排水及消力池护坦周边封闭灌浆帷幕,封闭排水等组成的工程布置形式。

关 键 词:水利枢纽 渗流控制 隔河岩

Seepage Control for Geheyan Project Foundation
Shi Guangqian. Seepage Control for Geheyan Project Foundation[J]. Water Power, 1993, 0(10): 41-44
Authors:Shi Guangqian
Affiliation:Design Bureau of Changjiang Water Resources Commission
Abstract:This paper briefs the seepage charateristics of Geheyan project foundation with carst rockmass, seepage control enginating layout and implementation. Through comparison with several approaches, a foundation seepage control engineering has been optimized and developed. It includes a main curtain and drainage system, auxilary foundation drainage, a drainage system at dam-bankst rockmass, and a perimeter grouting curtain along dissipation poll.
Keywords:Geheyan project   carst foundation   seepage control
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