希腊雅典调水二期工程  

Evinos-Mornos Project in Greece

作　　者：杨维九[1] 谈英武[1] 邢建营[1] 

机构地区：[1]黄河勘测规划设计有限公司,郑州450003

出　　处：《南水北调与水利科技》2009年第1期89-90,30,共3页South-to-North Water Transfers and Water Science & Technology

基　　金：国家"十一五"科技攻关课题"南水北调西线工程超长隧洞施工关键技术问题研究";科技部(2006BAB04A06)

摘　　要：雅典调水二期工程因连续大旱,仓卒上马。黏土心墙坝为引水枢纽中的主要建筑物,坝址调水比例66%～75%,隧洞最大埋深1250m,复理石地层,施工机械既有开敞式TBM,又有双护盾TBM,分别采用现浇钢筋混凝土及单层管片衬砌。人字坡压力输水洞不均匀输水。The Evinos-Mornos Project was a last minute reaction under the threat of an imminent water shortage. A central clay core earth dam was main building of the water works. Ratio of downstream versus natural annual inflows is 66%- 75%. The main geological formations along the tunnel are fine-grained flysch and the tunnel was realized with both open type TBM and double shield TBM.lined with precast segment and cast in situ concrete lining and with maximum overburden of 1 200 m. For drainage purposes, the tunnel slopes downwards slightly from its center to both portals and conveys water under pressure at variable flow rates.

关 键 词：跨流域调水 调水比例 管片衬砌 压力隧洞 TBM 

分 类 号：TV68[水利工程—水利水电工程]