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闸墩式量水槽试验研究 被引量:4

Experimental Study on Pier as Water Measuring Flume
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摘要 研究渠道量水设施对灌区节水、实现水资源高效可持续利用具有重要意义,在满足量水所要求的条件下,应优先选用水工建筑物量水。针对闸墩兼作量水槽并能结合闸门以实现联合测流的要求,提出一种闸墩式量水槽。选择8种收缩比和3种槽长在矩形渠道中进行了系统试验。结果表明,无量纲数Kc/Bc和H/Bc高度相关,根据理论分析和室内试验得出的流量公式简明实用,自由出流时流量计算最大相对误差3.59%。闸墩式量水槽临界淹没度可达0.91,增加量水槽长度会增大相应量水槽的临界淹没度。控制收缩比为0.49~0.65时可得到较好的量水效果。 Water-gauging facility in canals is of great significance to water saving and efficient and sustainable water utilization in irrigation districts. Hydraulic structure has priority in choosing measuring device on condition that requirements for measurement are met. To meet the combined flow measurement need of gate integrated by pier as measuring flume, pier-type flume is presented. New flume is made through a serial of experiments in rectangle canal with 8 kinds of contraction ratios and 3 kinds of lengths. The results show that non-dimension number Kc/Bc and H/Bc have highly correlation. According to theoretical analysis and experiment indoor, the simple and practical flow formula is gained in this paper. The maximum relative error of discharge calculation is only 3. 59% in free outflow. The maximum critical submergence degree of flume is 0. 91. In addition, increment in length of flume will enlarge critical submergence degree. Furthermore, better water measuring performances will be obtained if contraction ratios are controlled ran ging from 0.49 to 0.65.
出处 《节水灌溉》 北大核心 2009年第9期20-23,共4页 Water Saving Irrigation
基金 国家"973"计划课题(2007CB407201) 国家自然科学基金重点项目(40335050)
关键词 闸墩 量水槽 渠道量水 pier discharge measuring flume canal water measurement
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参考文献13

  • 1梁国伟,蔡武昌.流量测量技术与仪表[M].北京:机械工业出版社,2005.
  • 2Hager W H. Modified venturi channel[J]. Journal of Irrigation and Drainage Engineering, 1985, 111(1) : 19-35.
  • 3Samani Z, Magallanez H. Simple flume for flow measurement in open ehannel[J]. Journal of Irrigation and Drainage Engineering, 2000, 126(2):127-129.
  • 4Ferro V. Discussion of "Simple flume for flow measurement in open channel" by Zohrab Samani and Henry Magallanez [J]. Journal of Irrigation and Drainage Engineering, 2002, 128 (2): 129-131.
  • 5吕宏兴,余国安,陈俊英,赵延风.矩形渠道半圆柱形简易量水槽试验研究[J].农业工程学报,2004,20(6):81-84. 被引量:31
  • 6B,aiamonte G, Ferro V. Simple flume for flow measurement in sloping open channel[J]. Journal of Irrigation and Drainage Engineering, 2007, 126(2) : 127-129.
  • 7Stefano C D, Piazza G V D, Ferro V. Field testing of a simple flume(SMBF) for flow t in open channels[J]. Journal of Irrigation and Drainage Engineering, 2008, 134(2):235-240.
  • 8张鲁婧,吕宏兴,张晓斐.矩形渠道半圆柱形量水槽试验研究[J].节水灌溉,2008(11):46-47. 被引量:7
  • 9洪成,吕宏兴,张宽地,史学斌,卢勇.U形渠道机翼形量水槽试验研究[J].灌溉排水学报,2005,24(1):63-65. 被引量:20
  • 10吕宏兴,刘焕芳,朱晓群,潘志宝.机翼形量水槽的试验研究[J].农业工程学报,2006,22(9):119-123. 被引量:61

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