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
[1]  
Abbe T. B., 2000, THESIS U WASHINGTON
[2]  
Abbe TB, 1996, REGUL RIVER, V12, P201, DOI 10.1002/(SICI)1099-1646(199603)12:2/3<201::AID-RRR390>3.0.CO
[3]  
2-A
[4]   STEP-POOL STREAMS - ADJUSTMENT TO MAXIMUM FLOW RESISTANCE [J].
ABRAHAMS, AD ;
LI, G ;
ATKINSON, JF .
WATER RESOURCES RESEARCH, 1995, 31 (10) :2593-2602
[5]   UNIFIED CULVERT SCOUR DETERMINATION [J].
ABT, SR ;
KLOBERDANZ, RL ;
MENDOZA, C .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1984, 110 (10) :1475-1479
[6]  
Andrews E.D., 1979, SCOUR FILL STREAM CH
[7]   Bed material transport in the Virgin River, Utah [J].
Andrews, ED .
WATER RESOURCES RESEARCH, 2000, 36 (02) :585-596
[8]  
[Anonymous], AM FISH SOC
[9]  
[Anonymous], Z GEOMORPHOL
[10]  
Ashmore P., 1991, GEOGR ANN A, V73, P37, DOI [10.2307/521212, DOI 10.2307/521212]