Unifying Criterion for the Velocity Reversal Hypothesis in Gravel-Bed Rivers

被引:40
作者
Caamano, Diego [1 ,2 ]
Goodwin, Peter [2 ]
Buffington, John M. [3 ]
Liou, Jim C. P. [4 ]
Daley-Laursen, Steve
机构
[1] Univ Concepcion, Ctr EULA Chile, Concepcion, Chile
[2] Univ Idaho, Ctr Ecohydraul Res, Boise, ID 83702 USA
[3] US Forest Serv, Rocky Mt Res Stn, Boise, ID 83702 USA
[4] Univ Idaho, Dept Civil Engn, Moscow, ID 83844 USA
来源
JOURNAL OF HYDRAULIC ENGINEERING-ASCE | 2009年 / 135卷 / 01期
基金
美国国家科学基金会;
关键词
POOL-RIFFLE SEQUENCES; SHEAR-STRESS; LOAD MATERIAL; CHANNEL WIDTH; FLOW; SEDIMENT; MORPHOLOGY; MODEL; SIMULATION; CALIFORNIA;
D O I
10.1061/(ASCE)0733-9429(2009)135:1(66)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
It has been hypothesized that velocity reversals provide a mechanism for maintaining pool-riffle morphology in gravel-bed rivers-an important habitat for salmonids, which are at risk in many places worldwide and that are the focus of extensive environmental legislation in Europe and North America. However, the occurrence of velocity reversals has been controversial for over 3 decades. We present a simple one-dimensional criterion that unifies and explains previous disparate findings regarding the occurrence of velocity reversals. Results show that reversal depends critically on the ratio of riffle-to-pool width, residual pool depth (difference between pool and riffle elevations), and on the depth of flow over the riffle, suggesting that land management activities which alter channel form or divert water from the channel can have negative impacts on the sustainability of pool-riffle habitat in gravel-bed rivers.
引用
收藏
页码:66 / 70
页数:5
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