Application of the pebble count: Notes on purpose, method, and variants

被引:101
作者
Kondolf, GM
机构
[1] Department of Landscape Architecture, 202 Wurster Hall, University of California, Berkeley
来源
JOURNAL OF THE AMERICAN WATER RESOURCES ASSOCIATION | 1997年 / 33卷 / 01期
关键词
sediment sampling; gravel; gravel-bed rivers; bed material size; cumulative watershed effects;
D O I
10.1111/j.1752-1688.1997.tb04084.x
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The pebble count procedure (Wolman, 1954) is the measurement of 100 randomly selected stones from a homogeneous population on a river bed or bar, which yields reproducible size distribution curves for surficial deposits of gravel and cobbles. The pebble count is widely used in geomorphology (and increasingly in river engineering) to characterize surficial grain size distributions in lieu of bulk samples, for which adequate sample sizes become enormous for gravels. Variants on the original method have been proposed, one of which, the so-called 'zig-zag' method (Bevenger and King, 1995), involves sampling along a diagonal line and drawing data points from many different geomorphic units. The method is not reproducible, probably because it incorporates stones from many different populations, and because an inadequate number of grains is sampled from any given population. Sampling of coarse bed material should be geomorphically stratified based on the natural sorting of grain sizes into distinct channel features. If a composite grain size is desired, the areas of the bed occupied by different populations can be mapped, pebble counts conducted on each, and a weighted average distribution computed.
引用
收藏
页码:79 / 87
页数:9
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