文章摘要
徐 乐, 牧振伟, 蒋健楠, 李锦艳, 赵 涛.新疆盖孜河塔什米里克引水枢纽引水防沙试验研究Journal of Water Resources and Water Engineering[J].,2016,27(4):162-168
新疆盖孜河塔什米里克引水枢纽引水防沙试验研究
Experiment on water diversion and sediment control of Tschmirick diversion project in Gez river of Xinjiang
  
DOI:10.11705/j.issn.1672-643X.2016.04.30
中文关键词: 弯道式引水枢纽  泥沙输移  潜水丁坝  模型试验
英文关键词: bend style diversion project  sediment transport  submerged groin  model test
基金项目:新疆维吾尔自治区国际科技合作计划资助项目(20136021)
Author NameAffiliation
XU Le,MU Zhenwei,JIANG Jiannan,LI Jinyan,ZHAO Tao (新疆农业大学 水利与土木工程学院 新疆 乌鲁木齐 830052) 
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中文摘要:
      为全面验证盖孜河塔什米里克弯道式引水枢纽工程总体布置的合理性以及二次改建后的整体泄洪能力,对该工程分别进行了引水、泄洪、输沙试验研究。结果表明:改建后建筑物结构布置基本合理,枢纽泄洪能力满足设计要求,但存在人工弯道进口处以及进水闸前泥沙淤积严重的问题。通过采取提升进水闸底板高程、在人工弯道进口上游整治段右岸增设潜水丁坝的优化措施,达到良好的引水防沙效果;强调科学的运行管理调度是保证枢纽顺利泄洪、引水、高效排沙以及安全运行的重要措施。
英文摘要:
      In order to fully verify the rationality of bend style diversion project general arrangement and whole flood discharge capacity after the secondary reconstruction, the paper studied the water diversion, flood discharge and sand transport of Tschmirick diversion project of Gez River. The results indicated that the project general arrangement and structural layout of buildings after reconstruction are basically rational.The hub's flood discharge ability meets design requirements, but there are the serious problem of sediment accumulation before intake sluice and artificial bend inlet. The effects of water diversion and sediment control can be improved obviously by raising the altitude of sluice sole plate and setting additional submerged groins at the right bank of artificial bend inlet; The scientific operation and management scheduler is the important measure for the guarantee of hub smooth spillway, flood discharge,diversion and highly effective desilting and safe operation.
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