1) Guangzhao Hydropower Station on the Beipanjiang River
北盘江光照水电站
2) Mamaya Hydropower Station
北盘江马马崖水电站
1.
The dame site for Mamaya Hydropower Station on the Beipanjiang River was planed to select the reach between Bulang accumulation volume on the upstream and the Xiaohuajian River on the downstream.
北盘江马马崖水电站拟选坝址处于上游补朗塌滑堆积体至下游小花江河段,由于该河段两岸不同规模的崩塌堆积体十分发育,故近坝库段的库岸稳定是制约坝址选择的主要工程地质问题。
3) Guangzhao Hydropower Station
光照水电站
1.
Hydraulics Analysis of Upstream Cofferdam Enhancement of the Dam for Guangzhao Hydropower Station;
光照水电站大坝上游围堰加高水力学分析
2.
Analysis on Adopting Cylinder Valve for Guangzhao Hydropower Station;
光照水电站装设筒形阀分析
3.
Design of RCC gravity dam for Guangzhao Hydropower Station;
光照水电站碾压混凝土重力坝设计
5) Jiangkou Hydropower Station
江口水电站
1.
Calculation of elliptic double-curvature arch dam coordinates in Jiangkou hydropower station;
江口水电站椭圆双曲拱坝坐标计算
2.
Analysis of No1 rock body stability in left bank of Jiangkou hydropower station arch dam;
江口水电站拱坝左岸1号危岩体稳定分析
3.
Figure characteristic of ellipse double-curvature arch damin Jiangkou hydropower station;
江口水电站椭圆型双曲拱坝体形特点
6) jiangkou hydroelectric station
江口水电站
1.
In order to simulate truly the underground water seeppage of Jiangkou Hydroelectric Station s dam area, the three dimensional seepage model was founded by 3 D FEM under the conditions of the features of terrane anisotropism and supplementary boundaries of rainfall infiltration.
针对江口水电站坝址区地质条件 ,在水平和垂直方向同时进行了渗透性分区 ;采用三维有限元法 ,并考虑了岩体各向异性的特点和降雨入渗补给边界 ,对坝址区渗流场进行了计算分析。
补充资料：北盘江峡谷
北盘江发源于云南与贵州交界的库拉河和可渡河，流经六盘水市水城县、六枝特区，全长有100多公里。其中境内发耳、法都两段近40公里流域最为险峻。两岸崖壁高耸，奇峰不断，水流随着山形忽而向东，忽而向南流去，有时呈“s ”形转弯，甚为奇险。这两段河流上仍保留数座清末修造的铁索桥，两岸生存有一级保护动物——黑叶猴。是一处不可多得的峡谷观光景点。
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