| 希腊雅典调水二期工程 |
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| 引用本文： | 杨维九,谈英武,邢建营. 希腊雅典调水二期工程[J]. 南水北调与水利科技（中英文）, 2009, 7(1) |
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| 作者姓名： | 杨维九 谈英武 邢建营 |
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| 作者单位： | 黄河勘测规划设计有限公司,郑州,450003 |
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| 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1 250 m,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.
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| 关 键 词： | 跨流域调水 调水比例 管片衬砌 压力隧洞 |
Evinos-Mornos Project in Greece |
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| YANG Wei-jiu,TAN Ying-wu,XING Jian-ying. Evinos-Mornos Project in Greece[J]. South-to-North Water Transfers and Water Science & Technology, 2009, 7(1) |
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| Authors: | YANG Wei-jiu TAN Ying-wu XING Jian-ying |
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| Affiliation: | Yellow River Engineering Co.Ltd;Zhenzhou 450003;China |
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| Abstract: | 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... |
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| Keywords: | TBM |
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