文章摘要
邵世鹏, 魏文礼, 刘玉玲.平底渐扩式护坦末端消能坎高度计算Journal of Water Resources and Water Engineering[J].,2013,24(6):128-132
平底渐扩式护坦末端消能坎高度计算
Calculation of height of obstacle at end of gradual expanding flat bottom apron
  
DOI:10.11705/j.issn.1672-643X.2013.06.030
中文关键词: 平底渐扩式消力池  共轭水深  消能坎高度
英文关键词: gradual expanding flat-bottom stilling basin  conjugation water depth  height of obstacle
基金项目:国家自然科学基金项目(51178391); 陕西省西北旱区生态水利工程重点实验室开放基金(106-221223); 中央财政支持地方高校发展专项资金特色重点学科项目(106-00X101)
Author NameAffiliation
SHAO Shipeng, WEI Wenli, LIU Yuling (西安理工大学 水利水电学院, 陕西 西安 710048) 
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中文摘要:
      分析了前人对平底渐扩式消力池共轭水深和自由水跃长度的研究成果;应用不同计算方法计算了平底渐扩式护坦末端消能坎的高度。结果表明:文献[1]中计算消能坎高度的方法较为可靠,而采用文献[7]中的计算方法所得消能坎的高度偏小。最后从原理上分析了采用文献[7]的计算方法计算结果偏小的原因,建议平底渐扩式护坦末端消能坎高度的计算采用文献[1]中的方法。
英文摘要:
      The previous studies on the conjugation water depth and the length of free hydraulic jump for a gradually expanding stilling basin were analyzed. The height of obstacle at the end of a gradual expanding flat-bottom stilling basin was calculated by different calculation methods. The comparative analysis of calculation results shows that the method in the literature [1] is more reliable, and the height of obstacle calculated by the method in the literature [7]is too small. Finally, the paper analyzed the factor causing the calculation value of obstacle height being too small,and suggested the calculation method in literature [1] should be used.
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