AN APPROACH TO THE PHYSICS AND THE MODELING OF SUBMARINE FLOWSLIDES

被引:127
作者
NOREM, H
LOCAT, J
SCHIELDROP, B
机构
[1] UNIV LAVAL,QUEBEC CITY G1K 7P4,QUEBEC,CANADA
[2] IND HYDRO OG AERODYNAM,OSLO,NORWAY
来源
MARINE GEOTECHNOLOGY | 1990年 / 9卷 / 02期
关键词
NUMERICAL MODELING; SUBMARINE FLOWSLIDES; VISCOPLASTIC MATERIAL; GRANULAR FLOW;
D O I
10.1080/10641199009388233
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Submarine flowslides are assumed to separate into a dense flow close to the bed and a turbidity current above. This article concentrates on the flow of the dense part, which is considered to behave as a granular material in which viscoplastic behavior is predominant. The flow is simulated by a two-dimensional numerical model, which is a finite-difference program based on the constitutive equations set up for the granular material. The model was first developed for snow avalanches, but calculations indicate that the model predicts the flow of submarine flowslides fairly well. To improve the model, the upper boundary conditions and the flow in the macroviscous regime have to be incorporated.
引用
收藏
页码:93 / 111
页数:19
相关论文
共 35 条
[1]  
[Anonymous], 1968, BOUNDARY LAYER THEOR
[2]   EXPERIMENTS ON A GRAVITY-FREE DISPERSION OF LARGE SOLID SPHERES IN A NEWTONIAN FLUID UNDER SHEAR [J].
BAGNOLD, RA .
PROCEEDINGS OF THE ROYAL SOCIETY OF LONDON SERIES A-MATHEMATICAL AND PHYSICAL SCIENCES, 1954, 225 (1160) :49-63
[4]   AUTO-SUSPENSION OF TRANSPORTED SEDIMENT - TURBIDITY CURRENTS [J].
BAGNOLD, RA .
PROCEEDINGS OF THE ROYAL SOCIETY OF LONDON SERIES A-MATHEMATICAL AND PHYSICAL SCIENCES, 1962, 265 (1322) :315-&
[5]  
BRAEND T, 1959, NGI40 PUBL
[6]  
Criminale W. O., 1957, ARCH RATIONAL MECH A, V1, P410, DOI 10.1007/BF00298018
[7]  
Edgers L., 1982, P 3 INT C BEHAV OFFS, V2, P425
[8]  
HAMPTON MA, 1970, THESIS STANDFORD U S
[9]   ROLE OF WAVES IN CAUSING SUBMARINE LANDSLIDES [J].
HENKEL, DJ .
GEOTECHNIQUE, 1970, 20 (01) :75-&
[10]   HIGH-VELOCITY RING SHEAR TESTS ON SAND [J].
HUNGR, O ;
MORGENSTERN, NR .
GEOTECHNIQUE, 1984, 34 (03) :415-421