1) Shapotou Hydropower Station
沙坡头水电站
1.
The runner model acceptance test of bulb tubular type turbine for Shapotou Hydropower Station;
沙坡头水电站灯泡贯流机组水轮机转轮模型验收试验
3) Shapotou Water Control Project
沙坡头水利枢纽
1.
Deformation Characteristics of Dam Foundation Soft Rock and Analysis for Shapotou Water Control Project on Yellow River;
黄河沙坡头水利枢纽坝基软岩变形特点及分析
2.
Unit Transition Process Calculation & Analyses for Shapotou Water Control Project on Yellow River;
黄河沙坡头水利枢纽工程机组过渡过程计算分析
3.
Foundation Design of Shapotou Water Control Project;
黄河沙坡头水利枢纽工程基础设计
4) Shatuo hydropower station
沙沱水电站
1.
Construction scheme optimization of Shatuo hydropower station s longitudinal cofferdam;
沙沱水电站纵向混凝土围堰施工方案优化
2.
Design Of Construction Structure For Discharging Flood & Dissipation Of Shatuo Hydropower Station;
沙沱水电站泄洪消能建筑物设计
3.
Research on hydraulic floating ship lift for Shatuo Hydropower Station;
沙沱水电站水力浮动式升船机研究
5) Jisha Hydraulic Power Station
吉沙水电站
1.
The Jisha Hydraulic Power Station low pressure intake tunnel is situated at southeastern end of the Qinghai-Tibetan Plateau possesses very complex geological environmental conditions.
吉沙水电站低压引水隧洞,位于青藏高原的东南端,地质环境条件复杂。
6) Shawan hydropower station
沙湾水电站
1.
Study on Stress and Deformation of Plastic Concrete Cutoff Wall at Deep Foundation Pit of Shawan Hydropower Station
沙湾水电站深基坑塑性混凝土防渗墙应力及变形研究
2.
Experiences in construction organization and quality control of remedial diaphragm wall for the first stage cofferdam at Shawan hydropower station in Leshan in Sichuan province are presented in this paper.
介绍了沙湾水电站一期围堰补强防渗墙的施工组织与质量控制的经验。
3.
<Abstrcat>Combining depth-averaged numerical seepage flow model and 2-dimensional profile seepage flow model, seepage rate, seepage velocity field and hydraulic gradient of seepage control work in left abutment of Shawan hydropower station have been obtained.
采用深度平均渗流模型结合2维立面渗流模型,对沙湾水电站左岸坝肩"地窗式"防渗方案进行了渗流量、渗流场及渗透坡降的计算;根据计算结果,对"地窗式"防渗方案进行了优化计算,提出了满足本工程防渗要求的阶梯型"地窗式"防渗体体型;计算结果表明沙湾水电站左岸坝肩采用阶梯型"地窗式"防渗体体型后,不仅可取消50m深防渗墙下施工繁琐的墙下帷幕灌浆3000余米,而且全封闭砼防渗墙可做成悬挂式,大大降低了防渗墙的最大深度和施工难度,还节约防渗墙900余米,其工程经济效益显著;本文方法对类似工程问题具有重要参考价值。
补充资料：陇头水
【诗文】：
陇头流水急。
水急行难渡。
半入隗嚣营。
傍侵酒泉路。
心交赐宝刀。
小妇裁纨素。
欲知别家久。
戎衣今已故。
【注释】：
【出处】：
陇头流水急。
水急行难渡。
半入隗嚣营。
傍侵酒泉路。
心交赐宝刀。
小妇裁纨素。
欲知别家久。
戎衣今已故。
【注释】：
【出处】：
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