The Hydrodynamic Response of the Sediment-Water Interface to Coherent Turbulent Motions

被引:14
作者
Voermans, Joey J. [1 ,2 ]
Ghisalberti, Marco [1 ,2 ]
Ivey, Gregory N. [1 ,3 ]
机构
[1] Univ Western Australia, Oceans Grad Sch, Perth, WA, Australia
[2] Univ Melbourne, Dept Infrastruct Engn, Melbourne, Vic, Australia
[3] Univ Western Australia, UWA Oceans Inst, Perth, WA, Australia
基金
澳大利亚研究理事会;
关键词
BOUNDARY-LAYER; REYNOLDS-NUMBER; CHANNEL FLOW; ROUGH-BED; TRANSPORT;
D O I
10.1029/2018GL079850
中图分类号
P [天文学、地球科学];
学科分类号
07 ;
摘要
Unique observations of the hydrodynamics across the sediment-water interface are used to quantify the instantaneous response of the interstitial fluid to the passage of coherent turbulent motions in the overlying flow. Over a range of permeability Reynolds numbers Re-K = root Ku(*)/nu (where K is the sediment permeability, u(*) is the shear velocity, and nu is the fluid viscosity), the passage of these turbulent motions create velocity fluctuations and momentum fluxes at the sediment-water interface to greatly exceed their mean values. Sweep motions are observed to penetrate into the sediment bed and induce instantaneous momentum fluxes that can be an order of magnitude larger than the mean bed shear stress. By penetrating into the sediment bed, the turbulent motions increase the effective roughness experienced by the flow and therefore the flow resistance. The properties of the mean flow alone are thus insufficient to describe the interaction of the overlying flow with the sediments. Plain Language Summary Biochemical and physical processes at the sediment-water interface (SWI) are strongly affected by the magnitude of the instantaneous flow velocity and flow-induced forces. As measurements of the flow across the SWI are complicated by the presence of the sediment bed, little is known about the influence of large turbulent motions on the flow at the interface. In this study, we use a rare experimental methodology of the flow across the interface to identify the response at the SWI to the passage of large turbulent motions in the overlying flow. We show that these large turbulent motions can penetrate across the SWI into the sediment bed and induce instantaneous interfacial velocities and forces that are significantly greater than their time-averaged values. By penetrating into the sediment bed, these large turbulent motions enhance the flow resistance of the sediments to the overlying flow.
引用
收藏
页码:10520 / 10527
页数:8
相关论文
共 25 条
[1]   Vortex organization in the outer region of the turbulent boundary layer [J].
Adrian, RJ ;
Meinhart, CD ;
Tomkins, CD .
JOURNAL OF FLUID MECHANICS, 2000, 422 :1-54
[2]   Coherent structures in flow over hydraulic engineering surfaces [J].
Adrian, Ronald J. ;
Marusic, Ivan .
JOURNAL OF HYDRAULIC RESEARCH, 2012, 50 (05) :451-464
[3]  
[Anonymous], STREAMS SYSTEM THEOR
[4]   EFFECT OF REYNOLDS-NUMBER ON THE TOPOLOGY OF THE ORGANIZED MOTION IN A TURBULENT BOUNDARY-LAYER [J].
ANTONIA, RA ;
BISSET, DK ;
BROWNE, LWB .
JOURNAL OF FLUID MECHANICS, 1990, 213 :267-286
[5]   WALL STRUCTURE OF TURBULENT BOUNDARY-LAYER [J].
BLACKWELDER, RF ;
KAPLAN, RE .
JOURNAL OF FLUID MECHANICS, 1976, 76 (JUL14) :89-&
[6]   Synoptic velocity and pressure fields at the water-sediment interface of streambeds [J].
Detert, M. ;
Nikora, V. ;
Jirka, G. H. .
JOURNAL OF FLUID MECHANICS, 2010, 660 :55-86
[7]   The Role of Impulse on the Initiation of Particle Movement Under Turbulent Flow Conditions [J].
Diplas, Panayiotis ;
Dancey, Clint L. ;
Celik, Ahmet O. ;
Valyrakis, Manousos ;
Greer, Krista ;
Akar, Tanju .
SCIENCE, 2008, 322 (5902) :717-720
[8]   Flow resistance equations for gravel- and boulder-bed streams [J].
Ferguson, Rob .
WATER RESOURCES RESEARCH, 2007, 43 (05)
[9]   Factoring stream turbulence into global assessments of nitrogen pollution [J].
Grant, Stanley B. ;
Azizian, Morvarid ;
Cook, Perran ;
Boano, Fulvio ;
Rippy, Megan A. .
SCIENCE, 2018, 359 (6381) :1266-1268
[10]   Crossing Turbulent Boundaries: Interfacial Flux in Environmental Flows [J].
Grant, Stanley B. ;
Marusic, Ivan .
ENVIRONMENTAL SCIENCE & TECHNOLOGY, 2011, 45 (17) :7107-7113