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1)  Shangmo
上磨水库
1.
Through description to the lithologic character, texture and physical mechanical property of molasse formation—red sandstone in Shangmo Reservior area, the deformation feature and its influence factors of the red sandstone are discussed, and the correlations between vacuum saturation moisture content and strength, deformation module and density of the red sandstone are concluded.
通过对上磨水库磨拉石建造红砂岩的岩性、结构、物理力学性质的论述 ,对红砂岩的变形特性及其影响因素进行了专题论述 ,对红砂岩的真空饱和含水量与其强度、变形模量、密度相关关系等作了总结。
2)  upper reservoir basin
上水库库盆
1.
Design and application of adjustable sliding formwork used in concrete panel construction at gradual change arc section in some upper reservoir basin are introduced in detail,whose length modulus can be adjusted dynamically.
详细介绍一种可调滑模在宜兴抽水蓄能电站上水库库盆圆弧渐变段混凝土面板施工中的设计与应用。
3)  upper reservoir
上水库
1.
Field test for RCC of upper reservoir s subsidiary dam of Yixing Pumped Storage Plant;
宜兴抽水蓄能电站上水库副坝碾压混凝土现场试验
2.
Drainage system for upper reservoir project of Yixing Pumped Storage Power Station;
宜兴抽水蓄能电站上水库工程的排水系统
3.
Study on the construction technology of compound geomembrane for the upper reservoir of Tai an Pumped-storage Power Project;
泰安抽水蓄能电站上水库复合土工膜施工技术研究
4)  Shangjiao Reservoir
上郊水库
1.
The Safety Identification of and Reinforcing and Danger-removing Measures for the Dam of the Shangjiao Reservoir;
上郊水库大坝安全鉴定及除险加固措施
5)  Pingshang Reservoir
坪上水库
1.
Estimation of the Loaning Ability and the Analysis on the Water-cost Bearing Capacity for the Project of the Pingshang Reservoir;
坪上水库项目贷款能力测算及水价承受能力分析
2.
Analysis on the Hydraulic Calculation in the Spillway Design of Pingshang Reservoir;
坪上水库溢洪道设计水力计算分析
3.
Probe into the Feasible Research Scheme of Comprehensive Automization in Pingshang Reservoir Project;
坪上水库工程综合自动化可行性研究方案探讨
6)  Sheshang reservoir
社上水库
1.
Analysis of cracking in the 1st dam of Sheshang reservoir;
社上水库一号坝坝顶裂缝成因分析
2.
By the practical falling course of the water level of Sheshang reservoir,this paper founded the seepage limes equations of the sloping core of the 1#dam and the upstream dam shell.
根据社上水库库水位实际下降过程,分别建立了一号坝斜心墙体、上游坝壳体浸润线方程,并据此对坝顶裂缝成因进行定量分析,指出了库水位降速较快所形成的危险水力条件引起坝坡失稳,是产生坝顶裂缝的主要原因。
补充资料:水库调节防凌(见水库调度)


水库调节防凌(见水库调度)


shuiku tiaoiie fangling水库调节防凌见水库调度。
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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