MECHANICS OF SALTATING GRAINS .2.

被引:136
作者
SEKINE, M [1 ]
KIKKAWA, H [1 ]
机构
[1] WASEDA UNIV,DEPT CIVIL ENGN,TOKYO 160,JAPAN
来源
JOURNAL OF HYDRAULIC ENGINEERING-ASCE | 1992年 / 118卷 / 04期
关键词
D O I
10.1061/(ASCE)0733-9429(1992)118:4(536)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A numerical model of saltation akin to those of previous researchers is presented to investigate the detailed nature of bed load motion in terms of the mechanics of saltation. The model is deterministic in the computation of particle trajectory, but probabilistic in terms of bed collision. This probabilistic element arises from the random structure of the bed. In the present analysis, a stochastic treatment of collision allows for a fairly complete model of saltation in water. Characteristic quantities, including the sediment transport rate itself, are derived and compared with experimental data. The model yields good agreement with data with a minimum of assumptions. The assumed three-dimensional random structure of the bed is a unique feature of the present model. It allows for the prediction of several phenomena that cannot be obtained via the assumption of a regular two-dimensional bed structure.
引用
收藏
页码:536 / 558
页数:23
相关论文
共 21 条
[11]  
ROUSE H, 1938, FLUID MECHANICS HYDR
[12]   BED-LOAD TRANSPORT ON TRANSVERSE SLOPE .1. [J].
SEKINE, M ;
PARKER, G .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1992, 118 (04) :513-535
[13]  
Sekine M., 1984, P JPN SOC CIVIL ENG, V351, P69, DOI [10.2208/jscej.1984.351_69, DOI 10.2208/JSCEJ.1984.351_69]
[14]  
SEKINE M, 1988, P JAPAN SOC CIV ENG, V399, P105
[15]  
SEKINE M, 1984, P JPN SOC CIV ENG, V351, P247
[16]  
SHINOHARA K, 1957, B RES I APPL MECH, V10
[17]  
TSUCHIYA Y, 1970, ANN DISASTER PREVENT, V13, P199
[18]  
Tsujimoto T, 1978, THESIS KYOTO U KYOTO THESIS KYOTO U KYOTO
[19]   MODEL FOR CALCULATING BED-LOAD TRANSPORT OF SEDIMENT [J].
WIBERG, PL ;
SMITH, JD .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1989, 115 (01) :101-123
[20]  
WIBERG PL, 1987, J GEOPHYS RES, V90, P7341