1) Shagou Hydropower Station
沙沟水电站
1.
As the topographic condition is limited,the conventional energy dissipating mode can not meet the relevant requirements of Shagou Hydropower Station,a tank-type energy dissipator is suggested to be used there;for which,there is no existed experiences for the desi.
沙沟水电站受地形条件限制,采用常规的消能方式满足不了要求,故采用箱式半压力消能工。
2) Shuanggou water power station
双沟水电站
1.
Discharge ice in construction period and discharge ice measures in Shuanggou water power station;
双沟水电站施工期过冰及渡凌措施
3) 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
4) 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。
5) 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。
6) Shapai Hydropower Station
沙牌水电站
1.
Seismic Damage Analysis of Shapai Hydropower Station
沙牌水电站工程震损特点分析
2.
Combining with the practice of the roller compaction concreter arch dam of Shapai Hydropower Station,the paper has researched stress of the dam and cracking features at the crevice end of different crevice structures of the arch dam in many schemes using finite numerical analysis method.
文章结合沙牌水电站碾压混凝土拱坝的实际,运用有限元数值分析方法对拱坝不同分缝结构的坝体应力及缝端开裂特征作了多方案研究,在比较了各分缝方案结构特性差异的基础上,对该坝体的分缝结构和分缝部位提出了建议。
补充资料：沙姆霍尔水电站
沙姆霍尔水电站 |
Shamkhor Hydropower Station，Шамхорская ГЭС |
| 概 述 |
| 沙姆霍尔水电站位于阿塞拜疆共和国库拉河(Кула)上。河床土坝最大坝高70.7m，坝顶长1800m；河滩地土坝最大坝高40m，坝顶长1900m。水电站装机容量38万kW，年发电量8.5亿kW·h。水库总库容27亿m3，有效库容14.25亿m3。该工程具有发电和灌溉等综合经济效益。工程于1983年竣工。水电站包括厂房、进水口、引水渠、两条水轮机压力钢管和尾水渠。水电站进水建筑物设有4孔进水口，其宽度各为10m，高20m，后接4条钢筋混凝土压力钢管。灌溉取水建筑物包括：3条钢筋混凝土引水管，总长126m，设有3个正方形引水孔，孔口边长2.5m，壁厚0.6m。 |