砂质底质潮汐水道均衡态模拟初探

谢东风; 高抒; 汪亚平

砂质底质潮汐水道均衡态模拟初探

南京大学海岸与海岛开发教育部重点实验室, 江苏南京 210093

基金项目: 国家自然科学基金重点资助项目(40231010)

计量
- 文章访问数: 898
- HTML全文浏览量: 7
- PDF下载量: 922
- 被引次数: 0
出版历程
- 收稿日期: 2005-12-14
- 修回日期: 2006-02-23

A preliminary modeling study on morphodynamic equilibrium of tidal channels floored with sandy sediments

Ministry of Education Key Laboratory for Coast and Island Development, Nanjing University, Nanjing 210093, China

摘要

摘要: 以过程模拟法探讨了发育在砂质堆积体上的潮汐水道的均衡态问题.在潮汐作用为主导、初始状况为平坦海底、底质粒度均一等条件下,利用修正的Bagnold推移质输沙率公式和沉积物连续方程,建立砂质潮汐水道均衡态的一维模型.数值实验结果表明,潮汐水道达到均衡态的时间尺度为10a以上,水道形成的早期冲刷速度较快,随着时间的推移,冲刷减缓.从水道冲刷出来的物质在水道前方形成堆积体.潮汐水道的演变受控于水动力变化和沉积物冲淤的负反馈机制,水道均衡态主要与沉积物粒径、涨落潮流速、历时、流速沿水道轴向分布的组合特征有关.流场特征决定了水道均衡态的形态;在沉积物组分均一的情况下水道均衡深度与潮流流速呈正相关;达到均衡态的时间尺度与沉积物粒径、涨落潮历时、流速的变化以及水道规模有关.沉积物临界起动流速随深度的变化对水道均衡态有较大影响.
- 潮汐水道 /
- 均衡态 /
- 推移质 /
- 数值模拟
Abstract: A morphodynamic equilibrium associated with tidal channels,a common feature on continental shelves or in shallow marine environments,plays an important role in the coastal engineering.The mophodynamic equilibrium and the length of time required to reach equilibrium for tidal channels floored with sandy sediments were modeled on the basis of a one-dimensional process model incorporating Bagnoldps formula for a bedload transport rate(as modified by Hardisty) and the mass conservation equation,taking into account the effect of bed slope.It is assumed that tides are predom inant hydrodynamic forcing and the seafloor is flat at the initial stage with a uniform grain-size.Numerical experiments have been carried out to investigate the impact of the various controlling factors on equilibrium,including flow field characteristics,currentvelocities,durations of flood and ebbtides,and the grain-size of sediment.The results show that on a time scale of 100 a equilibrium may be reached.There exist negative feedback mechanisms between flow and bathymetric changes.Any mophodynamic equilibrium state can be related to a combined condition of flow field characteristics which control the eventural equilibrium configuration of bed profile,sediment grain-size,current velocity and flood or ebbduration.Maximum scour depths associated with equilibrium are sensitive to the current velocity but insensitive to the grain-size or the flood/ebb duration.However,the time span required for the channel to reach the morpho dynamic equilibrium is sensitive to the grain-size and the flood/ebb duration,in addition to current velocity.
- tidal channels /
- morphody namic equilibrium /
- bedload transport /
- numerical experiments

HTML全文

参考文献(32)

潘定安,汪思明,沈焕庭.湄洲湾中央深槽及白牛浅滩的成因探讨[J].地理学报,1994,49(1):55-63.

刘振夏,汤毓祥,王揆洋,等.渤海东部潮流动力地貌特征[J].黄渤海海洋,1996,14(1):7-21.

LIU Zhen-xia,XIA Dong-xing,BERNE S,et al.Tidal deposition systems of Chinas continental shelf,with special reference to the eastern Bohai Sea[J].Marine Geology,1998,145:225-253.

李占海,柯贤坤,王倩,等.琼州海峡水沙输运特征研究[J].地理研究,2003,22(2):151-159.

邵全琴,王颖,王益峋.海南岛洋浦深槽与拦门沙沉积特征和沉积环境分析[J].海洋学报,1997,19(6):134-145.

STEFANO L.Long-term evolution and morphodynamic equilibrium of tidal channels[J].Journal of Geophysical Research,2002,107:1-13.

HIMBA A,SCHUTTELAARS H M,de VRIEND H J.Initial formation and long-term evolution of channel-shoal patterns[J].Continental Shelf Research,2004,24:1 637-1 650.

HIMBA A,de VRIEND H J,STIVE M J F.Numerical modelling of shoal pattern formation in well-mixed elongated estuaries[J].Estuarine,Coastal and Shelf Science,2003,57:981-991

蒋建华,苏纪兰.涌江建闸前后冲淤特性的初步数值模拟[J].海洋学报,1995,17(1):121-129.

SCHRAMKOWSKI G P,SCHUTTELAARS H M,SWART H E.Non-linear channel-shoal dynamics in long tidal embayments[J].Ocean Dynamics,2004,54:399-407.

SCHUTTELAARS H M,SWART H E.An idealized long-term morphodynamic model of a tidal embayment[J].European Journal of Mechanics (B/Fluids),1996,15:55-80.

van de KREEKE J.Equilibrium and cross-sectional stability of tidal inlets:application to the Frisian Inlet before and after basin reduction[J].Coastal Engineering,2004,51:337-350.

van de KREEKE J,HOOGEWONING S E,VERLAAN M.An analytical model for the morphodynamics of a trench in the presence of tidal currents[J].Continental Shelf Research,2002,22:1 811-1 820.

钱宁,万兆惠.泥沙运动力学[M].北京:科学出版社,1983.233,262-295.

van RIJIN,LEO C.Principles of Sediment Transport in Rivers,Estuaries and Coastal Seas[M].Amsterdam:Aqua Publications,1993.

谢东风,高抒.淤泥质潮流深槽最大冲刷深度的一个概念模型[J],海洋学研究,2006,24(3):1-7.

薛鸿超,顾家龙,任汝述.海岸动力学[M].北京:人民交通出版社,1980.392.

HARDISTY J.An assessment and calibration of formulations for Bagnolds bedload equation[J].Journal of Sedimentary Petrology,1983,53:1 007-1 010.

MILLER M C,MACAVE I N,KOMAR P D.Threshold of sediment motion under unidirectional currents[J].Sedimentology,1977,24:507-527.

HARRIS P T,COLLINS M B.Estimation of annual bedload flux in a macrotidal estuary:Bristol Channel,UK[J].Marine Geology,1988,83:237-252.

WANG Ya-ping,Gao Shu.Modification to the Hardisty equation,regarding the relationship between sediment transport rate and grain size[J].Journal of Sedimentary Research,2001,71(1):117-120.

BAGNOLD R A.An approach to the sediment transport problem from general physics[A].Geological Survey Prof Paper 422-J[C].Reston,VA:U S Geological Survey,1966.

蒋东挥,高抒.沉积物输运研究进展[J].地球科学进展,2003,18(1):100-108.

DYER K R.Coastal and Estuarine Sediment Dynamics[M].New York:John Wiley,1986.77.

蒋国俊,陈吉余,姚炎明.舟山群岛峡道潮滩动力沉积特征[J].海洋学报,1998,20(2):139-147.

陈沈良.崎岖列岛海区的水文泥沙及其峡道效应[J].海洋学报,2000,22(3):123-131.

SANFORD L P,MAA P Y.A unified erosion formulation for fine sediments[J].Marine Geology,2001,179:9-23.

王颖,朱大奎.海岸地貌学[M].北京:高等教育出版社,1994.76.

BHALLAMUDI S M,CHAUDHRY M H.Numerical modeling of aggradation and degradation in alluvial channels[J].Journal of Hydraulics Engineering,1991,117:1145-1164.

钱宁,张仁,周志德.河床演变学[M].北京:科学出版社,1987.390-403.

O'BRIEN M P.Estuarine tidal prism related to entrance areas[J].Civil Engineering,1931,1:738-739.

贾建军,高抒.建立潮汐汊道P-A关系的沉积动力学方法[J].海洋与湖沼,2005,36(3):268-276.

施引文献

资源附件(0)

访问统计