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单沟槽沙坝海岸的裂流实验研究 被引量:10

Experiment study on rip current of barred beach with a single channel
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摘要 该文实验研究了单沟槽沙坝海岸上产生的波生裂流流场,重点关注了不同波浪条件下流场水平形态以及最大裂流流速的变化。实验在波浪水槽中进行,采用规则波作为入射波浪,应用高精度浪高仪阵列和流速仪阵列,在全场范围内较密集地采集波面升高和流速数据,通过分析实验数据,获得全场波高、平均水面以及流速分布,对裂流及两个存在的补偿流进行了描述,分别比较和分析了不同波高对于裂流强度及整个流场形态的影响,并对最大离岸流速与波高间的关系进行了分析。 A laboratory study on rip current induced by regular waves breaking of a sand bar incised with a single channel was conducted. The investigation focuses on dependence of the horizontal current pattern and maximum velocity on the incident wave. Regular waves are used in the experiments. Wave gage array and ADV array are respectively employed in order to get abundant data of surface elevations and mean-current field. The distribution of wave heights, mean water level and mean-current field are obtained in the experiments. Rip current and its feeder flow are described in detail. The influence of incident wave on rip current strength and flow pattern is analyzed. The maximum flow velocity is shown in a linear dependence on the incident waves.
出处 《水动力学研究与进展(A辑)》 CSCD 北大核心 2013年第3期363-369,共7页 Chinese Journal of Hydrodynamics
基金 国家自然科学基金项目(51009018 51079024) 国家创新研究群体科学基金项目(50921001)~~
关键词 沙坝 裂流沟槽 裂流 补偿流 规则波 sand bar rip channel rip current feeder flow regular wave
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  • 1左其华 丁炳灿.长江口一期工程后导堤附近波浪引起的水流.南京水利科学研究院报告[R].,1999..
  • 2Holmedal L, Myrhaug D, Rue H. Seabed shear strsses under irreguilar waves plus current from Monta Carlo simulations of parameterized models[J]. Coastal Engineering, 2000,39:123 - 147.
  • 3Zou Z L. Hight order Boussinesq equations[J]. Ocean Engineering, 1997, 26, 767 - 792.
  • 4Unoki S, Isozaki I. A possibility of generation of surf beats[A]. Proc 10th of ICCE[C]. 1966,1 : 207 - 216.
  • 5Mei C C. The applied dynamics of ocean surface waves[M]. John Wiley and Sons, New York. 1983.
  • 6Liu L- F, Dingemans N W. Derivation of the 3'd order evolution equation for weakly nonlinear water waves propagation over uneven bottom[J]. Wave Motion, 1989, 11 : 41 - 64.
  • 7Rakha K A, Kauphuis J W. Wave induced currents in the vicinity of seawall[J]. Coastal Engng. 1997: 30, 23 - 52.
  • 8Loveless J, Debski D. Wave transmission and setup at detached breakwaters[A]. Coastal Dynamics'97[C]. 1997.
  • 9Pechon P, et al. Intercomparison of wave - driven current models[J]. Coastal Engineering, 1997, 31: 199- 215.
  • 10Losada I J, Dalrymple R A. Wave induced mean flows in vertical rubble mound Structure[J]. Coastal Engng. 1998, 35:251 - 281.

共引文献12

同被引文献42

  • 1王彦,邹志利.缓坡开槽沙坝海岸裂流特性分析[J].四川大学学报(工程科学版),2015,47(2):15-20. 被引量:2
  • 2金红,邹志利,邱大洪,孙鹤泉,任春平.波生流对海岸污染物输移的影响[J].海洋学报,2006,28(6):144-150. 被引量:10
  • 3白志刚,张志显,陈志春.准三维波生近岸流数学模型在裂流研究中的应用[J].水运工程,2007(3):12-17. 被引量:3
  • 4DALRYMPLE R A, MACMAHAN J H, RENIERS A J H M, et al. Rip currents[J]. Annual Review of Fluid Mechanics, 2011, 43: 551-581.
  • 5HALLER M C, DALRYMPLE R A, SVENDSEN I A. Experimental study of nearshore dynamics on a barred beach with rip channels [J]. Journal of Geophysical Research, 2002, 107(C6) :1-21.
  • 6HAAS K A, SVENDSEN I A, HALLER M C, et al. Quasi-three dimensional modeling of rip current system[ J]. Journal of Geophys- ical Research, 2003, 108(C7) :1-21.
  • 7KENNEDY A B, THOMAS D T. Drifter measurements in a laboratory rip current[ J]. Journal of Geophysical Research, 2004,109 (C08005) :1-16.
  • 8HAAS K A, SAPP B. Video measurements of large scale flows in a laboratory wave basin[ J]. Journal of Waterway Port Coastal and Ocean Engineering, 2008,134: 12-20.
  • 9KENNEDY A B, YANG Z, HAAS K A. Rip currents with varying gap widths[ J]. Journal of Waterway Port Coastal and Ocean Engi-neering, 2008,134 : 61-65.
  • 10HALLER M C, HONEGGER D, CATALAN P. Rip current observations via Mar radar[ J]. Journal of Waterway Port Coastal and Ocean Engineering, 2014, 140(2) : 115-124.

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