文章摘要
张绪进,樊卫平,张厚强.低闸枢纽泄流能力研究[J].水利学报,2005,36(10):1246-1251
低闸枢纽泄流能力研究
Discharge capacity of low head sluice
  
DOI:
中文关键词: 闸坝  泄流能力  流量系数  经验公式
英文关键词: low head sluice  discharge capacity  discharge coefficient  elevation difference between upstream riverbed and project floor  empirical formula
基金项目:
作者单位
张绪进 重庆交通学院西南水运工程科学研究所重庆 400016 
樊卫平 重庆水利电力勘测设计研究院重庆 400020 
张厚强 重庆交通学院西南水运工程科学研究所重庆 400016 
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中文摘要:
      本文通过模型试验和理论分析,研究了低水头闸坝工程的泄流能力及其影响因素,特别是闸底板高程与上游河床的相对高差和淹没系数的影响等,得到了不同淹没度情况下低闸枢纽流量或水位的误差计算式和闸底板与上游河床相对高差对流量系数影响的经验公式,经实际工程验证说明了公式的正确性和适用性。
英文摘要:
      The discharge capacity and affecting factors of low head sluices, especially the effect of elevation difference between upstream riverbed and sluice project floor as well as the effect of submergence coefficient are studied experimentally and theoretically. The empirical formulas for calculating discharge capacity under various submergences and estimating the influence of elevation difference on discharge coefficient are deduced. The suitability and validity of the proposed formulas are verified by engineering practice.
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