Controls on the size and occurrence of pools in coarse-grained forest rivers

被引:129
作者
Buffington, JM
Lisle, TE
Woodsmith, RD
Hilton, S
机构
[1] Univ Idaho, Dept Civil Engn, Boise, ID 83712 USA
[2] USDA, Forest Serv, Pacific SW Res Stn, Arcata, CA 95521 USA
[3] USDA, Forest Serv, Pacific NW Res Stn, Wenatchee, WA 98801 USA
关键词
pool scour; flow obstructions; wood debris; forest channels; resource management; mountain drainage basins;
D O I
10.1002/rra.693
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Controls on pool formation are examined in gravel- and cobble-bed rivers in forest mountain drainage basins of northern California, southern Oregon, and southeastern Alaska. We demonstrate that the majority of pools at our study sites are formed by flow obstructions and that pool geometry and frequency largely depend on obstruction characteristics (size, type, and frequency). However, the effectiveness of obstructions to induce scour also depends on channel characteristics, such as channel gradient, width:depth ratio, relative submergence (ratio of flow depth to grain size), and the calibre and rate of bed material supply. Moreover, different reach-scale channel types impose different characteristic physical processes and boundary conditions that further control the occurrence of pools within a catchment. Our findings indicate that effective management of pools and associated aquatic habitat requires consideration of a variety of factors, each of which may be more or less important depending on channel type and location within a catchment. Consequently, strategies for managing pools that are based solely on single-factor, regional target values (e.g. a certain number of wood pieces or pools per stream length) are likely to be ineffective because they do not account for the variety of local and catchment controls on pool scour and, therefore, may be of limited value for proactive management of complex ecosystems. Copyright (C) 2002 John Wiley Sons, Ltd.
引用
收藏
页码:507 / 531
页数:25
相关论文
共 141 条
[41]   PREDICTION OF MAXIMUM SCOUR DEPTH AT SUBMARINE PIPELINES [J].
CHIEW, YM .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1991, 117 (04) :452-466
[42]   STEP POOLS IN STREAM CHANNELS [J].
CHIN, A .
PROGRESS IN PHYSICAL GEOGRAPHY, 1989, 13 (03) :390-407
[43]  
Church M., 1992, RIVERS HDB HYDROLOGI, V1, P126
[44]  
Church M., 1982, GRAVEL BED RIVERS, V1, P291
[45]   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
[46]  
EMMETT WW, 1972, HYDRAULIC GEOMETRY S
[47]  
Everest F.H., 1987, STREAMSIDE MANAGEMEN, P98
[48]  
FAHNESTOCK RK, 1963, MORPHOLOGY HYDROLOGY, DOI DOI 10.3133/PP422A
[49]   LARGE WOODY DEBRIS, PHYSICAL PROCESS, AND RIPARIAN FOREST DEVELOPMENT IN MONTANE RIVER NETWORKS OF THE PACIFIC-NORTHWEST [J].
FETHERSTON, KL ;
NAIMAN, RJ ;
BILBY, RE .
GEOMORPHOLOGY, 1995, 13 (1-4) :133-144
[50]  
Florsheim JL, 1985, THESIS HUMBOLDT STAT