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梯形渠道圆柱形(带尾翼)量水槽试验研究 被引量:8

Study on Cylindrical Measuring Flume with Empennage for Trapezoidal Channel
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摘要 结合圆柱绕流原理,提出带尾翼的新型圆柱形量水槽,以减少水头损失、提高测量精度。根据临界流原理推导得出了梯形渠道圆柱形(带尾翼)量水槽计算公式,通过试验分析得到了梯形渠道不同收缩比、不同尾翼长度的圆柱形量水槽的水位-流量关系。结果表明,增加尾翼能够有效减小上下游水位差及改善过槽水流流态;当量水槽收缩比为0.5~0.65,尾翼长度为L=D^3 D/2范围时,测流精度高且水头损失较小。 A new kind of cylindrical measuring flume with empennage was put forward to reduce head loss and improve the measurement accuracy based on the principle of flow around a cylinder. A new computa- tional formula of cylindrical measuring flume in trapezoidal channel was deduced and the relationship was analyzed between the water level and flow in cylindrical measuring flume with different shrinkage ratios and empennages with different lengths. The results showed that adding the tail could effectively reduce the difference of water levels between upstream and downstream and improve the flow pattern of the measuring flume; When the flume section shrinkage ratio ranged from 0.5 to 0.65 and the length of the tail ranged from D to 3D/2,the measurement accuracy of flow was high and the head loss was small.
出处 《灌溉排水学报》 CSCD 北大核心 2013年第6期23-26,共4页 Journal of Irrigation and Drainage
基金 国家自然科学基金项目(50909083) 中央高校基本科研业务专项资金项目(QN2011127) 西北农林科技大学青年学术骨干支持计划
关键词 梯形渠道 圆柱形 量水槽 尾翼 trapezoidal channel cylinder measuring flume the tail
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参考文献7

  • 1Hager W H. Modified venture channel[J]. Journal of Irrigation and Drainage Engineering, 1985, 111 (1) :19 - 35.
  • 2吴高巍,周子奎.柱形量水槽的研制及应用[J].灌溉排水,1991,10(3):46-51. 被引量:14
  • 3Samani Z, Magallanez H. Measuring water in trapezoidal canals[J. Journal of Irrigation and Drainage Engineering, 1993, 119(1) :181 - 186.
  • 4何武全,王玉宝,蔡明科.U形渠道圆柱体量水槽研究[J].水利学报,2006,37(5):573-577. 被引量:28
  • 5吉庆丰,何钟宁,龚懿,蔡勇.U形渠道圆柱形量水槽的试验研究[J].灌溉排水学报,2007,26(6):30-33. 被引量:10
  • 6Hager W H. Modified trapezoidal Venture channel[J]. Journal of Irrigation and Drainage Engineering, 1986,112 (3) :225 -241.
  • 7Samani Z, Magallamez H. Simple flume for flow measurement in open channel[J]. Journal of Irrigation and Drainage Engineering, 2000 126(2) :127 - 129.

二级参考文献10

  • 1王智,朱凤书,刘晓明.平底抛物线形无喉段量水槽试验研究[J].水利学报,1994,26(7):12-23. 被引量:42
  • 2何武全,王玉宝,蔡明科.U形渠道圆柱体量水槽研究[J].水利学报,2006,37(5):573-577. 被引量:28
  • 3Herschy R W.Stream flow measurement[M].London:Elsevier Science Publishers,1985.
  • 4W H.Modifield venturi channel[J].Journal of Irrigation and Drainage Engineering,1985,111 (1):19-35.
  • 5Samani Z,Magallanez H.Simple measuring-flume in trapezoidal channel[ J].Journal of Irrigation and Drainage Engineering,1993,119(1):127-129.
  • 6Hager W H, Modified Venturi Channel[J]. Journal of Irrigation and Drainage Engineering, ASCE, 1985, 111(1) :19 - 35.
  • 7Samani Z,Magallanez H, Measuring water in trapezoidal canals[J]. Journal of Irrigation and Drainage Engineering, ASCE, 1993, 119 (1): 181-186.
  • 8Samani Z, Magallanez H. Simple flume for flow measurement in open channel[J]. Journal of Irrigation and Drainage Engineering, ASCE, 2000, 126(2): 127-129.
  • 9吴高巍,周子奎.柱形量水槽的研制及应用[J].灌溉排水,1991,10(3):46-51. 被引量:14
  • 10郝树荣,任瑞英,郝树刚.灌区量水技术的发展与展望[J].人民黄河,2003,25(11):41-43. 被引量:28

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