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Vectrino Profiler在明渠紊流测量中的适用性研究 被引量:9

Applicability of Vectrino Profiler in measurement of open channel flows
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摘要 为测试声学多普勒流速仪(ADV)在明渠紊流测量中的适用性,在水槽中进行了系列试验,重点研究采样频率及安装高度对测量结果的影响。试验中使用诺泰克公司(Nortek)生产的新型ADV产品Vectrino Profiler及清华大学研制的PIV系统对水流同步测量。测量结果的对比分析显示,该型号ADV有如下特点:(1)存在准确度最优点,位于探头正下方约5 cm处;(2)采样频率对流速时均值的影响可忽略不计,对紊动参数的影响很大;(3)Vectrino Profiler在紊动参数的测量中,只有在优点处的计算结果较为可靠,最优点外数据可信度不高;(4)当测量区域靠近水面或床面时,测量误差都会变大。本文研究结果表明,在将Vectrino Profiler用于明渠紊流测量时,需要合理选定测量频率和探头安装位置,否则可能会导致错误结果。 Experiments were conducted in a hydraulic flume to test the applicability of the Vectrino profiler, a Nortek ADV velocimetry, in measurement of turbulent open channel flows at different sampling frequencies and operation heights. A typical PIV system was adopted to provide simultaneous measurements as benchmark. The results indicate that 1) a sweet point of 5cm below the profiler probe was detected at which two measurements agree well; 2) sampling frequency has little influence on the time-averages of ADV measured velocities, but its influence on turbulent parameters is significant; 3) beyond the sweet point, the reliability of ADV measured turbulent parameters is not good; 4) the performance of the Vectrino profiler becomes poor in the regions near water surface and channel bed. Thus, sampling frequency and operation height should be carefully determined for measurement of open channel turbulences using a Vectrino profiler.
出处 《水力发电学报》 EI CSCD 北大核心 2016年第11期35-44,共10页 Journal of Hydroelectric Engineering
基金 国家自然科学基金(51379101)
关键词 ADV PIV 流速测量 紊动特性 误差 ADV PIV velocity measurement turbulence characteristics errors
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  • 1余常昭,李春华.圆形断面自由湍动射流卷吸的实验研究[J].气动实验与测量控制,1996,10(1):31-38. 被引量:18
  • 2何小花,陈立,王鑫,张炯.桥墩紊流宽度的试验研究[J].水利水运工程学报,2006(3):49-53. 被引量:17
  • 3刘诚,蒋昌波,刘晓平.潜堤附近波浪场精细模拟的PLIC-VOF模型[J].水科学进展,2006,17(5):671-675. 被引量:10
  • 4章梓雄 董曾南.粘性流体力学[M].北京:清华大学出版社,1999.422-443.
  • 5蒋焕章.对桥墩局部冲刷影响因素的分析[A].见:桥渡冲刷学术讨论会论文集[C].北京:交通部科学研究院,1964.15—27
  • 6华北水利水电学院.浅基桥梁抗冲刷防护拦沙坝应用研究[R].郑州:华北水利水电学院,2003,12:20-45.
  • 7Arved J,Raudkivi,Robert Ettema.Clear Water Scour at Cylindrical Piers[J].Journal of Hydraulic Engineering,1983,109 (3):338-349.
  • 8FOLKARD A. M. Vegetated flows in their environmental context: A review[J]. Proceedings of the Institution of Civil Engineering: Engineering and Computational Mechanics, 2010, 164(1): 3-24.
  • 9NEPF H. M. Flow and transport in regions with aquatic vegetation[J]. Annual Review of Fluid Mechanics, 2012,44(8): 123-142.
  • 10NEPF H. M., VIVONI E. R. Flow structure in depthlimited, vegetated flow[J]. Journal of Geophysical Research,2000,105(CI2):28547-28557.

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