期刊文献+

沙坝海岸输沙特征试验研究

Experiment study on the characteristics of sandbar beach sediment transport rates
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摘要 为了研究沙坝海岸波浪系列中波高变化对悬移质输沙率、推移质输沙率和净输沙率的影响,进行了不同坡度海岸上规则波和不同调制系数波群作用下沙坝泥沙运动的试验。通过地形仪测量的不同时刻海岸剖面得到了净输沙率,通过浊度仪测量了悬移质在沙坝坝峰和沙坝前后位置处的垂向分布。根据试验结果讨论了波高变化对沙坝海岸泥沙运动的影响,包括:沙坝运动的瞬时速度大小和方向与沙坝峰处瞬时净输沙率大小和方向的关系;不同调制系数所导致的泥沙输沙率和沙坝运动瞬时速度的大小和方向;影响悬移质浓度水深平均值的各种因素。 A series of physical model experiments were conducted under the conditions of regular waves and wave groups with different modulation coefficients,to study the importance of waves with different modulation coefficients in cross-shore sediment transport in the surf zone of a sandbar beach. The laboratory data are presented,including the spatial variations of net sediment transport rates measured by a topography meter,the vertical distributions of suspended sediment concentrations measured by concentration meters,the along sandbar distributions of suspended sediment transport rates. Those experimental results show that the value and direction of the sandbar movement speed relate to the instantaneous value and direction of the net transport rate.Depth average value of suspended sediment concentration depends on the relative positions to the sandbar,water depth at sandbar crest,modulation coefficients and coastal slopes. The value of suspended sediment transport rate in front of the sandbar is larger than that in back of the sandbar. The suspended sediment transport rate dominates the net sediment transport rate.
出处 《泥沙研究》 CSCD 北大核心 2016年第1期68-75,共8页 Journal of Sediment Research
基金 国家自然科学基金项目(51079024) 国家创新群体基金项目(51221961)
关键词 沙坝 波浪调制系数 输沙率 sandbar amplitude modulation coefficients sediment transport rates
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参考文献10

  • 1邹志利.海岸动力学[M].北京:人民交通出版社,2009.
  • 2Baldock T E, Alsina J A, Caceres I, et al. Large-scale experiments on beach profile evolution and surf and swash zone sediment transport induced by long waves, wave groups and random waves [ J ]. Coastal Engineering, 2011, 58 (2) : 214 - 227.
  • 3Jacobsen N G, Fredsoe J. Formation and development of a breaker bar under regular waves. Part 2: Sediment transport and morphology [ J]. Coastal Engineering, 2014, 88 : 55 - 68.
  • 4Baldock T E, Manoonvoravong P, Pham K S. Sediment transport and beach morphodynamics induced by free long waves, bound long waves and wave groups [ J ]. Coastal Engineering, 2010, 57 (10) : 898 - 916.
  • 5张洋,邹志利,苟大荀,罗年鹏,尹晶.海岸沙坝剖面和滩肩剖面特征研究[J].海洋学报,2015,37(1):147-157. 被引量:6
  • 6Tinker J, O' Hare T, Masselink G, et al. A cross-shore suspended sediment transport shape function parameterisation for natural beaches [ J]. Continental Shelf Research, 2009, 29 (16) : 1948 - 1960.
  • 7Aagaard T, Greenwood B, Hughes M. Sediment transport on dissipative, intermediate and reflective beaches [ J].Earth-Science Reviews, 2013, 124 : 32 - 50.
  • 8Boers M. Surf zone turbulence [ D]. Delft University of Technology, 2005.
  • 9Govender K, Michallet H, Alport M J, et al. Video DCIV measurements of mass and momentum fluxes and kinetic ener- gies in laboratory waves breaking over a bar [ J]. Coastal Engineering, 2009, 56(8) : 876 -885.
  • 10Govender K, Michallet H, Alport M J. DCIV measurements of flow fields and turbulence in waves breaking over a bar [ J ]. European Journal of Mechanics-B/Fluids, 2011, 30 (6) : 616 - 623.

二级参考文献12

  • 1邹志利.海岸动力学[M].北京:人民交通出版社,2009.
  • 2Morton R A, Paine J G,Gibeaut J C. Stages and durations of post storm beach recovery, southeastern Texas coast, USA[J]. Journal of Coastal Re- search, 1994 : 884 - 908.
  • 3FalquOs A,Coco G, Humley D A. A mechanism for the generation of wave-driven rhythmic patterns in the surf zone[J]. Journal of Geophysical Re- search: Oceans (1978-2012),2000,105(CI0): 24071-24087.
  • 4Hoefel F,Elgar S. Wave-induced sediment transport and sandbar migration[J]. Science,2003,299(5614) : 1885-1887.
  • 5Aagaard T,Greenwood B, Hughes M. Sediment transport on dissipative,intermediate and reflective beaches[J]. Earth-Science Reviews,2013,124: 32-50.
  • 6Aubrey D G. Seasonal patterns of onshore/offshore sediment movement[J]. Journal of Geophysical Research: Oceans (1978-2012), 1979,84 (C10) : 6347-6354.
  • 7Sunamura T. Quantitative predictions of beach-face slopes[J]. Geological Society of America Bulletin, 1984,95(2) : 242-245.
  • 8Ji C,Munjiza A,Avital E,et al. Direct numerical simulation of sediment entrainment in turbulent channel flow[J] Physics of Fluids (1994-pres- ent) ,2013,25(5) : 056601.
  • 9Dean R G. Equilibrium beach profiles: US Atlantic and Gulf coast ocean[R]. University of Delaware Engineering Report 12,1977.
  • 10Hattori M, Kawamata R. Onshore-offshore transport and beach profile change[J]. Coastal Engineering Proceedings, 1980,1 (17).

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