2) Xiabandi reservoir
下坂地水库
1.
Seismic design of Xiabandi reservoir dam
下坂地水库大坝抗震设计
2.
The surface layer of the slope at the side channel discharge tunnel for Xiabandi Reservoir in Xinjiang is located in a toppling body of the foundation rock.
新疆下坂地水库的侧槽溢洪洞边坡表层位于基岩倾倒体中,边坡中卸荷裂隙发育,风化破碎,表层部分岩体松驰,裂隙张开,裂缝延伸较长。
3.
Xiabandi Reservoir is located in a high seismic zone,the covering thickness of the dam foundation reaches to 150 m,and there exists a fine sand layer.
下坂地水库地处高地震区,大坝基础覆盖层厚度达150 m,且存在粉细砂层,针对下坂地大坝工程的特点,在坝料静、动力特性试验和三维静力分析的基础上,采用考虑坝体—覆盖层—防渗体等动力相互作用的非线性有效应力地震反应分析方法,对下坂地沥青混凝土心墙坝坝体和覆盖层进行了地震情况下安全评价。
3) main-reservoir
龙头水库
1.
The calculation method of the firm power of cascaded hydropower stations system is described in brief not considering up-downriver stations runoff compensation, and this paper puts forward the general calculation method of the firm power of main-reservoir cascaded hydropower stations based on runoff compensation.
简述了一般梯级水电站群不考虑上下游电站径流补偿时系统保证出力的计算方法,在此基础上提出了利用龙头水库进行梯级水电站群径流补偿时系统保证出力的计算模型和通用算法。
4) Pingtou Reservoir
淜头水库
1.
Analysis on the Engineering Geological Characteristics of Dam Site of Pingtou Reservoir
淜头水库坝址工程地质特征
5) Matou Reservoir
马头水库
1.
Regard the steel lining failure of pressure tunnel of Matou Reservoir as a example and by the hydraulic physical model,the course of steel lining failure is reproduced in order to search the reason of steel lining failure in low water head and the improvement measure.
以马头水库压力隧洞钢衬外压失稳事故为例,以水力物理模型为手段,复演钢衬失稳的全过程,为研究中低水头钢衬失稳原因和防止措施奠定基础。
6) Niutoushan Reservoir
牛头山水库
1.
Research on Optimal Allocation of Water Resources for Niutoushan Reservoir;
牛头山水库水资源优化配置研究
2.
Analysis on cracks in bituminous concrete incline core of Niutoushan Reservoir;
牛头山水库沥青混凝土斜墙裂缝成因分析及修补
3.
Analysis on seepage and safety for Niutoushan Reservoir;
牛头山水库大坝渗流及其安全性分析
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。
参考词条