TY - GEN
T1 - The incipient motion of sediment in a channel with model emergent vegetation
AU - Yang, Judy Q.
AU - Chung, Hayoon
AU - Nepf, Heidi M.
N1 - Publisher Copyright:
© 2016 Taylor & Francis Group, London.
Copyright:
Copyright 2020 Elsevier B.V., All rights reserved.
PY - 2016
Y1 - 2016
N2 - In a bare channel (without vegetation), the incipient velocity for sediment motion, Ucrit, has historically been related to the mean bed shear stress (t) or friction velocity (U* = (t/ρ)1/2). More recent studies, however, suggest turbulence also plays a role. This paper examines whether the onset of sediment motion in a vegetated channel is correlated with U*, or turbulence (kt). Images collected with a digital camera were interrogated with a particle-tracking code to measure sediment transport for different vegetation density and channel velocity. The trend in sediment transport with channel velocity was used to identify Ucrit for each stem density. The values of U* and kt were estimated at Ucrit. However, none of these parameters produced a constant threshold across all stem density and bare bed. We construct a new metric representing the peak turbulent velocities impinging on the bed that produces a constant threshold value for all cases.
AB - In a bare channel (without vegetation), the incipient velocity for sediment motion, Ucrit, has historically been related to the mean bed shear stress (t) or friction velocity (U* = (t/ρ)1/2). More recent studies, however, suggest turbulence also plays a role. This paper examines whether the onset of sediment motion in a vegetated channel is correlated with U*, or turbulence (kt). Images collected with a digital camera were interrogated with a particle-tracking code to measure sediment transport for different vegetation density and channel velocity. The trend in sediment transport with channel velocity was used to identify Ucrit for each stem density. The values of U* and kt were estimated at Ucrit. However, none of these parameters produced a constant threshold across all stem density and bare bed. We construct a new metric representing the peak turbulent velocities impinging on the bed that produces a constant threshold value for all cases.
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U2 - 10.1201/9781315644479-148
DO - 10.1201/9781315644479-148
M3 - Conference contribution
AN - SCOPUS:85015288026
SN - 9781138029132
T3 - River Flow - Proceedings of the International Conference on Fluvial Hydraulics, RIVER FLOW 2016
SP - 932
EP - 936
BT - River Flow - Proceedings of the International Conference on Fluvial Hydraulics, RIVER FLOW 2016
A2 - Constantinescu, George
A2 - Garcia, Marcelo
A2 - Hanes, Dan
PB - CRC Press/Balkema
T2 - International Conference on Fluvial Hydraulics, RIVER FLOW 2016
Y2 - 11 July 2016 through 14 July 2016
ER -