1.
Evaluation on slope stability of a hydroelectric station spillway,Lancang River
澜沧江某水电站泄洪洞出口边坡稳定性评价
2.
Analysis of the Stability of the Slope of the Outlet Section of Spillway Tunnel of Luding Hydropower Station;
泸定水电站右岸泄洪洞出口边坡稳定性研究
3.
3D Finite Element Analysis of Spillway Chamber by ANSYS;
基于ANSYS的泄洪洞出口闸室三维有限元分析
4.
Stability Analysis of Side Slope at Outlet of Spillway Tunnel Based on FLAC~(3D)
基于FLAC~(3D)的泸定泄洪洞出口边坡稳定分析
5.
Experimental Study on Optimum Floodway′s Bodily Form of Guanmaozhou Hydroelectric Station
官帽舟水电站泄洪洞出口形式优化试验研究
6.
The Stability Analysis of High-rock Slope on the Right Bank Spillway Tunnel of Luding Hydroelectric Station;
泸定水电站右岸泄洪洞出口边坡稳定性数值分析
7.
Deformation and Stability Analysis of Outlet Section of the Discharge Tunnel of Pubuguo Hydropower Station;
瀑布沟水电站泄洪洞出口段开挖变形及稳定性非线性有限元分析
8.
Construction Techniques of The First Stage Open Excavation at Spillway Tunnel Outlet in Left Bank of Xiluodu Dam
溪洛渡水电站左岸泄洪洞出口一期明挖施工技术
9.
Research and design for the transition section of the flood discharge tunnel with pressure
有压泄洪隧洞出口渐变段设计与研究
10.
Study on Outlet Energy Dissipation and Structure of Spillway Tunnel at Si'anjiang Reservoir Multipurpose Project Supplying Water to the Lijiang River in Guilin
桂林漓江补水思安江水库泄洪洞结构与出口消能设计研究
11.
Aseismatic Analysis and Optimization Design for Inlet of Diversion Tunnel;
导流泄洪底洞进口段抗震及优化分析
12.
Design and Research on Flood-Discharge Power-Generating Hole of Baiyekou Reservior
柏叶口水库泄洪发电洞的设计与研究
13.
Hydraulic Analysis on the Preliminary Design of Flood Discharging and Power Generation Tunnel in Baiyekou Reservoir
柏叶口水库泄洪发电洞初步设计水力学分析
14.
Priming Charge for the Earthwork of the Discharge Tunnel of Meishan Reservoir
梅山水库新建泄洪洞进口石方起爆药量的确定
15.
Experimental Research on the Inlet of Shaft Spillway in Lower Reservoir of the Pumped Storage Power Stations in Qingyuan
清远抽蓄电站竖井泄洪洞进口试验研究
16.
The influence of the area contraction ratio of rotary flow generator on the hydraulic characteristics of level rotary flow has been investigated by the hydraulic model test of an internal energy dissipation tunnel.
通过模型试验，研究了起旋器出口面积收缩率对水平旋流泄洪洞水力特性的影响。
17.
Study on Stability of Tunnel-Face Slope for Intake of Right-Bank Jinping Ⅰ Hydropower Station
锦屏一级水电站泄洪洞进水口洞脸边坡稳定性研究
18.
The geological condition in the inlet of spillway tunnel of Hengquan Reservoir is very complex,rock wheathering is severe and the stability of adjoining rock of tunnel is bad.
横泉水库泄洪洞进口地质条件复杂,岩石风化严重,围岩稳定性较差。