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论述了土工膜全库盘防渗技术在胜利水库的应用,该水库是一座灌注式丘陵水库,一期工程设计库容为9.8×106m3,采用坝体、坝基及全库盘土工膜防渗技术,最大坝高14 m,水库铺设土工膜面积达2.6×106m2,膜上最大水头15 m。经约两年的蓄水运行证明,防渗及节水效果显著。同时,对有关技术问题也进行了探讨。
Abstract:The application of the anti-seepage for the whole bottom of Shengli Reservoir with geomembrance is described herein.The reservoir is a hilly reservoir filled with the diverted water;of which the designed capacity is 9.8×106m3 and the dam height is(14 m) in the first stage of the project.With the total placement area of 2.6×106m2,the technique of the anti-seepage with geomembrance placed on all the dam body,the dam foundation and the whole reservoir bottom is applied therein,while the max.water head above the geomembrance is about 15 m.The operation with impoundment for about two years demonstrates that the effects of both the anti-seepage and water saving are significant.At same time the key problems concerned are discussed as well.
[1]GB 50290—98,土工合成材料应用技术规范[S].
[2]SLT 231—98,聚乙烯(PE)土工膜防渗工程技术规范[S].
[3]SL/T 225—98,水利水电工程土工合成材料应用技术规范[S].
[4]侍克斌,关静.土工织物与土工膜结合使用技术在国外的应用[J].水利水电技术,1989,(3).
[5]顾淦成.土石坝防渗新结构新材料土工膜防渗结构评述[J].土石坝工程,1989,(1).
基本信息:
中图分类号:TV543
引用信息:
[1]侍克斌,李玉建,马英杰,等.土工膜全库盘防渗技术在胜利水库的应用及有关问题探讨[J].水利水电技术,2005(11):143-144+147.
基金信息:
新疆水利水电工程重点学科基金资助(XJZDXK-2002-10-05);; 新疆农办科技推广项目(XNB-03-01)