1) desiltation in power station
电站排沙
2) Shawan Power Station
沙湾电站
3) drain power station
排水电站
1.
While a prepared test is carried out on three types of drain power station s flow joint and energy dissipation in Jingdezhen Power Plant, and then the analysis and study on the test s result are made, alternative Ⅲ is used.
对景德镇电厂排水电站水流的三种形式的衔接消能方式进行比较试验，通过对试验结果的分析和研究，推荐方案3为选择方
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：处理好黄河泥沙——刘家峡电站排沙
处理好黄河泥沙——刘家峡电站排沙
日 处理好黄河泥沙—刘家峡电站排沙
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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