水利工程 |
|
|
|
|
幂律流底泥的质量输移和流场 |
刘洁,白玉川,徐海珏 |
1. 重庆交通大学 国家内河航道工程技术研究中心, 重庆 400074;
2. 天津大学 水利工程仿真与安全国家重点实验室,天津 300072 |
|
Mass transport and flow field of power law muddy bed under surface waves |
LIU Jie, BAi Yu chuan,XU Hai jue |
1. National Inland Waterway Regulation Engineering Research Center, Chongqing Jiaotong University, Chongqing 400074, China;
2. State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University, Tianjin 300072, China |
[1] GADE H G. Effects of a nonrigid impermeable bottom on plane surface waves in shallow water [J]. Journal of Marine Research, 1958, 16(3): 61-82.
[2] DALRYMPLE R A, PHLIP L F. Waves over soft muds: a two layer model [J]. Journal of Physical Oceanography, 1978, 8(7): 1121-1131.
[3] HU Y, GUO X, DALRYMPLE R A. Idealized numerical simulation of breaking water wave propagating over a viscous mud layer [J]. Physics of Fluid, 2012, 24(11): 120.
[4] NG C O. Mass transport in a layer of powerlaw fluid forced by periodic surface pressure [J]. Wave Motion, 2004, 39(3): 241-259.
[5] HUANG L Y, QIN C. Spectral collocation model for solitary wave attenuation and mass transport over viscous mud [J]. Journal of Engineering Mechanics, 2009, 135(8): 887-891.
[6] SOLTANPOUR M, SHIBAYAMA T. A twodimensional experimental numerical approach to investigate wave transformation over muddy beds [J]. Ocean Dynamics, 2014, 65: 295-310.
[7] XIA Y Z, ZHU K Q. The propagation of a solitary wave over seabed mud of the Voigt model [J]. Science China, 2012, 55(1): 108-117.
[8] 牛小静, 余锡平. 复杂黏弹性流体运动的数值计算方法[J].水动力学研究与进展A辑,2008,23(3): 331-337.
NIU Xiaojing, YU Xiping. A numerical method for flows of fluids with complex viscoelasticity [J]. Chinese Journal of Hydrodynamics, 2008, 23(3): 331-337.
[9] LIU C R, WU B. A Binghamplastic model for fluid mud transport under waves and currents [J]. China Ocean Engineering, 2014, 28(2): 227-238.
[10] HSU W Y, HWUNG H H. An experimental and numerical investigation on wavemud interactions [J]. Journal of Geophysical Research: Oceans, 2013, 118: 1126-1141.
[11] ZHANG X Y, NG C O. Mudwave interaction: a viscoelastic model [J]. China Ocean Engineering, 2006, 20(1): 15-26.
[12] XIA Y Z, ZHU K Q. A study of wave attenuation over a Maxwell model of a muddy bottom [J]. Wave Motion, 2010, 47 (8): 601-615.
[13] 牛小静, 余锡平.泥质海床的黏弹性模型 [J].清华大学学报:自然科学版,2008,48(9):1417-1421.
NIU Xiaojing, YU Xiping. Viscoelasticplastic model for muudy seabed [J]. Journal of Tsinghua University: Science and Technology, 2008, 48(9): 1417-1421.
[14] YAMAMOTO T, NAGAI T, FIGUEROA J L. Experiments on wavesoil interaction and wavedriven soil transport in clay bed [J]. Continental Shelf Research, 1986, 5(4): 521-540.
[15] 田琦,白玉川.不同流变模型下的淤泥与波浪相互作用规律[J].天津大学学报,2011,44(3): 196-201.
TIAN Qi, BAI Yuchuan. Interaction between mud and wave in different rheological models [J]. Journal of Tianjin University, 2011, 44(3): 196-201.
[16] 庞启秀.浮泥形成和运动特性及其应对措施研究[D].天津:天津大学,2011.
PANG Qixiu. Formation and motion characteristics of fluid mud and counter measurements [D]. Tianjin: Tianjin University, 2011.
[17] BECKER J M,BERCOVICI D. Pattern formation on the interface of a twolayer fluid: biviscous lower layer [J]. Wave Motion, 2001, 34(1): 431-452.
[18] LONGUETHIGGINS M S. Mass transport in water waves [J]. Philosophical Transactions of the Royal Society, 1953, A245: 535-581.
[19] NG C O. Mass transport due to partial standing waves [J]. Journal of Fluid Mechanics, 2004, 520: 297-325.
[20] ZHANG D H, NG C O. A numerical study on wavemud interaction [J]. China Ocean Engineering, 2006, 20(3): 383-394.
[21] MEI C C, LIU K F. A Binghamplastic model for a muddy seabed under long waves [J]. Journal of Geophysical Research, 1987, 92C (13): 14581-14594.
[22] SAKAKIYAMA T, BIJKER E W. Mass transport velocity in mud layer due to progressive waves [J]. Journal of Waterway, Port, Coastal, and Ocean Engineering, 1989, 115: 614-633. |
|
Viewed |
|
|
|
Full text
|
|
|
|
|
Abstract
|
|
|
|
|
Cited |
|
|
|
|
|
Shared |
|
|
|
|
|
Discussed |
|
|
|
|