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1)  Xiabandi power station
下坂地水电站
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)  underground hydropower station
地下水电站
4)  Xianbandi Water Control Project
下坂地水利工程
5)  Xiabandi Water Control Project
下坂地水利枢纽
1.
Discussion on treatment of rock burst during tunneling of power tunnel for Xiabandi Water Control Project;
浅论下坂地水利枢纽工程引水发电洞洞挖岩爆处理
6)  Xiabandi
下坂地
1.
Study on the Scheme of Diversion and Discharge Tunnel Axis of Xiabandi Project;
下坂地导流泄洪洞洞线方案研究
2.
Structure Design and Optimization of Water Diversion and Power Generation Lining Tunnel of Xiabandi Key Water Control Project in Xinjiang
新疆下坂地水利枢纽工程引水发电洞衬砌结构设计与优化
3.
Xiabandi hydro-junctionin project is situated in the remote and cold mountain area in Xinjiang.
新疆下坂地水利枢纽工程地处高寒、高海拔的山区,坝基覆盖层厚度达147。
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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