Stability analysis of the chute bottom slab with the horizontal anti-slide slab for the crest spillway of rockfill dam;
堆石坝坝顶溢洪道带有水平阻滑板泄槽底板的稳定分析
The stability analysis and stress calculation for the chute bottom slab with anchorage of crest spillway of rockfill dam gives the anchorage parameters, relationship of various forces and its safety coefficient expressions, which provides the theoretical calculati.
通过对堆石坝坝顶溢洪道带有地锚的泄槽底板进行稳定分析和内力计算,得出地锚参数与其所受各力之间的关系式和安全系数表达式,为今后的工程设计提供理论计算方法,经实例验证该方法是可行的。
The Stability Analysis of the Letting Out Trough Biteplate of Top Spillway of Local Material Dam;
当地材料坝坝顶溢洪道泄槽底板的稳定分析
The Stability Analysis of the Chute Bottom Slab with Anchored Slab for the Top Spillway of Local Material Dam;
当地材料坝坝顶溢洪道带有地锚的泄槽底板的稳定分析
Characteristics Research of the Spillway Discharge on Overflow Concrete Face Rockfill Dam;
溢流式面板堆石坝坝体溢洪道泄流特性研究
Title: Implementing dam safety strategies to reduce spillway risk factors
落实大坝安全策略 防范溢洪道风险
Hydropower and Stabilization Characteristics Research of Local Material Dam Overshot Spillway;
当地材料坝坝体溢洪道水力特性与稳定性研究
The Analysis on the Uncertainties of the Safety Factor of Spillway Base Plate Stability Against Sliding on Rockfill Dam Body;
堆石坝坝体溢洪道底板抗滑稳定性风险分析
Study on Stress of Intake Head in Ski-jump Spillway of Arch Dam
拱坝滑雪道式溢洪道进口闸首的应力研究
Hydraulic Model Test on Side Weir of Spillway in Haozhi Reservoir Project
蒿枝坝水库工程溢洪道侧堰水工模型试验研究
Study on Hydraulic Model Test of the Left Spillway in Miaojiaba Hydropower Station
苗家坝水电站左岸溢洪道水力模型试验研究
Stability Analysis of Ogee Section at the End of Discharge Trough of Spillway of Earth-rock Dam on Deep Soft Foundation
深厚软基上土石坝坝体溢洪道泄槽末端反弧段的稳定分析
Engineering Characteristics of Dam-body Spillway of Rockfill Dam with Concrete Face Slab for the Tongbai Pumped Storage Power Station
桐柏抽水蓄能电站面板堆石坝坝身溢洪道工程特点
Study on the Stability of Spillway Slope in Hemenkou Dam of Wudongde Ydroelectric Power Station in Jinsha River;
金沙江乌东德水电站河门口坝址溢洪道边坡稳定性研究
Application of deep-hole differential crush blasting in excavating the spillway of Kesem Reservoir
深孔微差挤压爆破在Kesem大坝溢洪道开挖中的应用
Design & Construction of prefabricated form for spillway overhanging crest of Qilinguan Arch Dam
麒麟观拱坝溢洪道悬挑部位预制模板的设计与施工
multi-level outlet shaft spillway
多层进水竖井式溢洪道
A dyke was built to retain the floods.
修了一道堤坝挡住洪水.
The studies may indicate that an earthfill dam with a center concrete gravity overflow spillway section is the most economical, in a wide flat valley.
方案表明，在宽阔而平坦的河谷内，一种在中间段设置混凝土重试溢洪道的土坝是最经济的。
Like an iron bastion, the dam withstood the rushing floodwaters.
大坝好似钢墙铁壁，顶住了洪水的冲击。
