2007
DOI: 10.1016/j.geomorph.2006.02.024
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Modeling forced pool–riffle hydraulics in a boulder-bed stream, southern California

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Cited by 78 publications
(43 citation statements)
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“…Obstacles create wakes with shedding of quasi-periodic vortex structures that fixed the location of scour and deposition (Clifford, 1993;Thompson, 2007). Vortices along the shear layer represent intense turbulence capable of removing smaller particles from the bed of the pool (Kieffer, 1985;Harrison and Keller, 2007;MacVicar and Roy, 2007a;Thompson, 2007). Downstream of the constriction, lateral flow divergence, upwelling and boil formation along the pool-exit slope encourage deposition at the tail of the pool and head of the riffle (Petit, 1987;Sear, 1996;Thompson et al, 1996;Milan et al, 2001;Thompson and Wohl, 2009).…”
Section: Hydraulics and Turbulent Patterns In Forced Poolsmentioning
confidence: 99%
“…Obstacles create wakes with shedding of quasi-periodic vortex structures that fixed the location of scour and deposition (Clifford, 1993;Thompson, 2007). Vortices along the shear layer represent intense turbulence capable of removing smaller particles from the bed of the pool (Kieffer, 1985;Harrison and Keller, 2007;MacVicar and Roy, 2007a;Thompson, 2007). Downstream of the constriction, lateral flow divergence, upwelling and boil formation along the pool-exit slope encourage deposition at the tail of the pool and head of the riffle (Petit, 1987;Sear, 1996;Thompson et al, 1996;Milan et al, 2001;Thompson and Wohl, 2009).…”
Section: Hydraulics and Turbulent Patterns In Forced Poolsmentioning
confidence: 99%
“…Water-surface and energy gradients over riffles are typically steeper than over pools at low flows and generally converge as stage increases and relative roughness decreases (Leopold et al, 1964;Keller, 1971;Richards, 1976;Wohl et al, 1993). Similarly, mean velocity and shear stress are greater over riffles than pools at lows flows, but the reverse may occur at high flows where channel conditions promote that phenomenon (Keller, 1971;Carling, 1991;Clifford and Richard, 1992;Wilkinson et al, 2004;MacWilliams et al, 2006;Harrison and Keller, 2007). Variations in depth, velocity and water surface gradients between riffles and pools at low flows lead to distinct sediment sorting patterns that may even persist at high flows and affect channel hydraulics (Keller, 1971;Lisle, 1979).…”
Section: Riffle-pool Unitsmentioning
confidence: 99%
“…Although the interaction of flow and sediment is capable of producing spatial patterns of habitat favorable for various life stages (Trush et al, 2000), this interaction alone tends to create smooth, stream-lined forms without the strong depth and velocity gradients that supply the recommended flow complexity . Exceptions to this generalization occur at the sub-meter scale such as near the beds of boulder-rich streams and at bedrock outcrops (Crowder and Diplas, 2000;Harrison and Keller, 2007). However, the most widespread and effective agent forcing morphological and hydraulic complexity on channel flows in lowland, alluvial rivers is large woody debris http://dx.doi.org/10.1016/j.ecolmodel.2014.04.015 0304-3800/© 2014 Elsevier B.V. All rights reserved.…”
Section: Introductionmentioning
confidence: 99%