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江坪河水电站工程特点及关键技术研究综述 被引量:2

Summary on Engineering Characteristics and Key Technology Research of Jiangpinghe Hydropower Station
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摘要 江坪河水电站坝址位于长约600 m的峡谷河段内,河谷呈"V"型,河谷狭窄、岸坡陡峻,宽高比1. 8,"漏斗状"地形;坝区地层岩性软弱不均、左右岸分布高程不对称;且位于喀斯特地区,水文地质条件复杂,存在河湾地块渗漏、岩溶管道系统等问题;水库为多年调节水库,发电下泄的水温与天然河水温相比冬季水温有所提高,而春、夏季水温低于天然河水温,对下游生态将产生不利影响。简要介绍对狭窄河谷高混凝土面板堆石坝变形控制、高水头大断面洞室泄洪系统、控制下泄低温水工程措施和喀斯特地区筑坝渗控措施等关键技术。 The dam site of Jiangpinghe Hydropower Station is located in a canyon section with a length of about 600 m. The canyon is V-shaped and narrow with steep bank slope, and the ratio of width to height is 1. 8. The lithology of dam area is weak and uneven, and the distribution elevation of left and right banks is asymmetric. The dam is located in karst area, the hydrogeological conditions are complex, and there are problems such as the leakage of river bay block and the karst pipeline system. The reservoir is a multi-year regulating reservoir, and the water temperature discharged by power generation is higher than the natural river water temperature in winter and lower than the natural river water in spring and summer, which will adversely affect downstream ecology. The key technologies such as the deformation control of high concrete face rockfill dam in narrow river valley, the cavern discharge system with high water head and large section, the engineering measures for controlling low temperature water discharge and the seepage control measures of dam construction in karst area are introduced herein.
作者 殷彦高 王国辉 李跃鹏 YIN Yangao;WANG Guohui;LI Yuepeng(PowerChina Zhongnan Engineering Corporation Limited,Changsha 410014,Hunan,China)
出处 《水力发电》 北大核心 2020年第6期15-19,25,共6页 Water Power
关键词 工程设计 工程特点 关键技术 综述 江坪河水电站 engineering design engineering characteristics key technology summary Jiangpinghe Hydropower Station
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  • 1陈光祥.东川坝塘水库建库地质条件及防渗工程[J].云南地质,2004,23(2):270-272. 被引量:1
  • 2邴凤山.国家科技攻关与我国水利水电事业的发展[J].水力发电,2004,30(12):56-59. 被引量:3
  • 3赵永川.东川坝塘水库渗漏分析[J].人民长江,2005,36(9):14-15. 被引量:5
  • 4四川大学.四川省雅砻江锦屏一级水电站可行性研究报告[R].成都:高速水力学国家重点实验室(四川大学),2003..
  • 5CHARLES SPEZIALE G, THOMAS GATSKI B, NEASSAN FITZMAURICE. An analysis of RNG base turbulent models for homogeneous shear flow [ J ], Phys Fluids 1991,3 (9): 2278 - 2281.
  • 6Patankar S V. Numerical heat transfer and fluid flow[ M ]. New York:Hemisphere Publishing Corporation and Mc Graw Hill Book Company, 1980.
  • 7Grand Canyon Monitoring and Research Center.The State of Natural and Cultural Resources in the Colorado River Ecosystem(SCORE)[R].1995~2005.
  • 8赖民基.日本的几种水库表层取水设施.水利水电技术,1985,(05):63-64.
  • 9吁云译.克拉克山水库深水层充氧研究.美土木工程师协会会刊水力学分册,1982,108(2).
  • 10水电水利规划设计总院,中国水电工程顾问集团有限公司,华能澜沧江水电股份有限公司,黄河上游水电开发有限公司,云南华电怒江水电开发有限公司.300m级高面板堆石坝安全性及关键技术研究[R].北京:水电水利规划设计总院,2016.

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