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1)  Runhai Hydropower Station
润海水电站
1.
Lining optimizing for diversion tunnel of Diversion tunnel of Runhai Hydropower Station
润海水电站引水隧洞衬砌型式优选
2)  Tuohai hydropower station
托海水电站
1.
Freezing-thaw concrete treatment of dam, power tunnel and sediment releasing tunnel at Tuohai hydropower station;
新能托海水电站大坝、发电洞、排砂洞冻融混凝土修复处理
3)  Ahai Hydropower Station
阿海水电站
1.
Using the concrete gravity dam of the Ahai Hydropower Station in Yunnan province as an example,parameter sensitivity analysis was performed by adjusting the mechanical parameters of the vertical layer and parallel layer.
基于大型通用商业软件ADINA,研究了倾斜层状岩体地基的有限元模型,并以云南阿海水电站混凝土重力坝为背景,通过调整地基垂直层面和平行层面的力学参数,进行敏感性分析。
2.
the primary ecology of Ahai hydropower station is damaged during the process of thestation s construction.
阿海水电站在建设过程中使原生态受到损害是在所难免的。
4)  Stung Cheay Areng hydropower station
柴阿润水电站
1.
In order to rationally select type and parameters of turbine-generator unit for Stung Cheay Areng hydropower station,a series of schemes are compared,and technical & economic analysis is made based on basic parameters of the station.
为了合理选择柴阿润水电站的机组机型及相关参数,在电站的基本参数的基础上做了一系列的方案比较和技术经济分析论证。
5)  Renzonghai reservoir hydropower station
仁宗海水库电站
6)  Renzonghai Hydropower Station
仁宗海水电站
1.
Reinforcement Tests on the Mucky-soil Foundation of the Rockfill Dam for Renzonghai Hydropower Station;
仁宗海水电站堆石坝坝基加固处理试验
2.
Data analysis on impervious wall under construction of Renzonghai hydropower station
分析了仁宗海水电站悬挂式混凝土防渗墙在坝体填筑期间的墙体挠度、墙体上下游不同高程的渗压变化及墙体沿深度的垂直向应变规律,认为墙体挠度与坝体填筑有关,受坝体自重产生的水平推力作用影响明显;防渗墙防渗效果良好,但存在渗流绕过墙底向下游渗透;竖向荷载及墙侧摩阻力对防渗墙应变空间分布特征有较大影响,浅部墙体垂向应变为拉应变,随着墙体深度增加,拉应变减小并转化为压应变,最大应变出现在墙底附近,表现为受压。
补充资料:海水增养殖(见海水养殖、海水增殖)


海水增养殖(见海水养殖、海水增殖)
marine aquaculture

_一一’‘~’‘以,’日y以.1日乙川髦增养殖(~ne aquacultu祀’见海水养殖·海水
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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