Experimental study of the transport of mixed sand and gravel

被引:202
作者
Wilcock, PR [1 ]
Kenworthy, ST [1 ]
Crowe, JC [1 ]
机构
[1] Johns Hopkins Univ, Dept Geog & Environm Engn, Baltimore, MD 21218 USA
关键词
D O I
10.1029/2001WR000683
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
We measured a wide range of transport rates for five different sand/gravel mixtures in a laboratory flume. Each mixture used the same gravel, and sand was added to produce mixtures containing 6, 15, 21, 27, and 34% sand. Control of other variables allows us to isolate the effect of bed sand content on transport. As sand content increases, gravel transport rates increase by orders of magnitude, even though the proportion of gravel in the bed decreases. The increase in gravel transport rate is most rapid over the range of bed sand content between 15 and 27%. The increase in transport rate is larger than predicted using standard scaling relations between transport rate and grain size, indicating that models of transport and sorting and predictions of stream channel response to sand inputs need to be revised to account for the influence of sand content. Bed surface grain size was measured at the end of each run. Surface grain size varied with sand content but showed little or no coarsening with flow strength and transport rate. This casts doubt on the idea that armor layers form at small flows and weaken or vanish with increasing flow and transport rate.
引用
收藏
页码:3349 / 3358
页数:10
相关论文
共 22 条
[1]  
Andrews E. D., 1987, SEDIMENT TRANSPORT G, P269
[2]   INCIPIENT SEDIMENT MOTION ON NON-HORIZONTAL SLOPES [J].
CHIEW, YM ;
PARKER, G .
JOURNAL OF HYDRAULIC RESEARCH, 1994, 32 (05) :649-660
[3]  
Church M., 1987, SEDIMENT TRANSPORT G, P43
[4]   SEDIMENT SUPPLY AND THE DEVELOPMENT OF THE COARSE SURFACE-LAYER IN GRAVEL-BEDDED RIVERS [J].
DIETRICH, WE ;
KIRCHNER, JW ;
IKEDA, H ;
ISEYA, F .
NATURE, 1989, 340 (6230) :215-217
[5]  
Fernandez Luque R., 1976, Journal of Hydraulic Research, V14, P127, DOI [DOI 10.1080/00221687609499677, 10.1080/00221687609499677]
[6]  
IKEDA H, 1988, 12 U TSUK ENV RES CE
[7]  
JACKSON WL, 1984, WATER RESOUR BULL, V20, P527
[8]  
Kellerhals R., 1971, J HYDRAULIC DIV ASCE, V97, P1165, DOI DOI 10.1061/JYCEAJ.0003044
[9]  
MEYERPETER E, 1948, 2 C INT ASS HYDR RES
[10]   SURFACE-BASED BEDLOAD TRANSPORT RELATION FOR GRAVEL RIVERS [J].
PARKER, G .
JOURNAL OF HYDRAULIC RESEARCH, 1990, 28 (04) :417-436