Effects of hydraulic roughness on surface textures of gravel-bed rivers

被引:222
作者
Buffington, JM
Montgomery, DR
机构
[1] US Geol Survey, Div Water Resources, Boulder, CO USA
[2] Univ Washington, Dept Geol Sci, Seattle, WA 98195 USA
关键词
D O I
10.1029/1999WR900138
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Field studies of forest gravel-bed rivers in northwestern Washington and southeastern Alaska demonstrate that bed-surface grain size is responsive to hydraulic roughness caused by bank irregularities, bars, and wood debris. We evaluate textural response by comparing reach-average median grain size (D-50) to that predicted from the total bank-full boundary shear stress (tau(0bf)), representing a hypothetical reference condition of low hydraulic roughness. For a given tau(0bf), channels with progressively greater hydraulic roughness have systematically finer bed surfaces, presumably due to reduced bed shear stress, resulting in lower channel competence and diminished bed load transport capacity, both of which promote textural fining. In channels with significant hydraulic roughness, observed values of D-50 can be up to 90% smaller than those predicted from tau(0bf). We find that wood debris plays an important role at our study sites, not only providing hydraulic roughness but also influencing pool spacing, frequency of textural patches, and the amplitude and wavelength of bank and bar topography and their consequent roughness. Our observations also have biological implications. We find that textural fining due to hydraulic roughness can create usable salmonid spawning gravels in channels that otherwise would be too coarse.
引用
收藏
页码:3507 / 3521
页数:15
相关论文
共 93 条
[31]  
GEHRELS GE, 1992, I1867 US GEOL SURV
[32]  
GOLDFARB RJ, 1988, GEOLOGY, V16, P440, DOI 10.1130/0091-7613(1988)016<0440:OOLGDO>2.3.CO
[33]  
2
[34]  
Henderson F.M., 1963, Transactions of the American Society of Civil Engineers, V128, P657
[35]   STABLE CHANNELS WITH MOBILE GRAVEL BEDS [J].
HEY, RD ;
THORNE, CR .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1986, 112 (08) :671-689
[36]   BAR FORM RESISTANCE IN GRAVEL-BED RIVERS [J].
HEY, RD .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1988, 114 (12) :1498-1508
[37]  
Higginson N. N. J., 1988, INT C RIV REG, P251
[38]  
HOUJOU K, 1990, J HYDROSCI HYDRAUL E, V8, P21
[39]  
Howard A.D., 1980, Thresholds in geomorphology, P227
[40]   PULSATIONS IN BEDLOAD TRANSPORT RATES INDUCED BY A LONGITUDINAL SEDIMENT SORTING - A FLUME STUDY USING SAND AND GRAVEL MIXTURES [J].
ISEYA, F ;
IKEDA, H .
GEOGRAFISKA ANNALER SERIES A-PHYSICAL GEOGRAPHY, 1987, 69 (01) :15-27