Hydrodynamics of coupled flow above and below a sediment-water interface with triangular bedforms

被引:140
作者
Cardenas, M. Bayani [1 ]
Wilson, J. L.
机构
[1] New Mexico Inst Min & Technol, Dept Earth & Environm Asc, Socorro, NM 87801 USA
[2] Univ Texas, Jackson Sch Geosci, Dept Geol Sci, Austin, TX 78712 USA
关键词
hyporheic zone; sediment-water interface; bedform; Navier-Stokes; stream-aquifer interaction; FEMLAB; PERMEABLE SEDIMENTS; HYPORHEIC EXCHANGE; TURBULENT-FLOW; BED FORMS; CONVECTIVE-TRANSPORT; NONSORBING SOLUTES; POROUS-MEDIUM; WAVE ACTION; ZONE; MODEL;
D O I
10.1016/j.advwatres.2006.06.009
中图分类号
TV21 [水资源调查与水利规划];
学科分类号
081501 ;
摘要
The hydrodynamics of a system where there is a coupled flow above and below a sediment-water interface (SWI) are not completely understood. We numerically simulate mean two-dimensional, unidirectional, steady, viscous flow in these systems using a sequentially coupled formulation. Simulations were conducted to determine fundamental relationships between bedform geometry, Reynolds number for the water-column flow (Re), interfacial exchange zone depth (d(2)) in the sediments, and flux through the SWI (q(int)); the latter two parameters play a significant role in biogeochemical and aquatic-life processes across the SWI. d(z) and Re are functionally related through an asymptotic growth-curve model while q(int) and Re follow a power function. These relationships are dynamically explained by the manner in which pressure gradients along the SWI develop due to current-bedform interactions at different Res and by Darcy's Law. We found that the coupling between water column and exchange zone flow is controlled by the behavior of the water-column eddy. The eddy detaches at or near the point of minimum pressure along the interface, and reattaches near the point of maximum pressure. These two critical points determine the pressure gradient along the bed surface that controls the exchange zone flow field. Moreover, the reattachment point corresponds to flow divides within the sediments. Lastly, pore-water velocities drop with depth below the SWI, and are larger below the bedform crests than below the troughs. (C) 2006 Elsevier Ltd. All rights reserved.
引用
收藏
页码:301 / 313
页数:13
相关论文
共 52 条
[1]  
[Anonymous], 1985, State of Colo. v. ASARCO Inc.
[2]  
[Anonymous], 984018 USGS
[3]   EXPERIMENTAL AND THEORETICAL INVESTIGATION OF BACKWARD-FACING STEP FLOW [J].
ARMALY, BF ;
DURST, F ;
PEREIRA, JCF ;
SCHONUNG, B .
JOURNAL OF FLUID MECHANICS, 1983, 127 (FEB) :473-496
[4]  
Boudreau B.P., 2001, BENTHIC BOUNDARY LAY
[5]   Groundwater and pore water inputs to the coastal zone [J].
Burnett, WC ;
Bokuniewicz, H ;
Huettel, M ;
Moore, WS ;
Taniguchi, M .
BIOGEOCHEMISTRY, 2003, 66 (1-2) :3-33
[6]   Impact of heterogeneity, bed forms, and stream curvature on subchannel hyporheic exchange [J].
Cardenas, MB ;
Wilson, JL ;
Zlotnik, VA .
WATER RESOURCES RESEARCH, 2004, 40 (08) :W083071-W0830713
[7]  
CARDENAS MB, IN PRESS J HYDROLOGY
[8]   Turbulence model for water flow over two-dimensional bed forms [J].
Cheong, HF ;
Xue, H .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1997, 123 (05) :402-409
[9]   Sediment-water exchange of total mercury and monomethyl mercury in the San Francisco Bay-Delta [J].
Choe, KY ;
Gill, GA ;
Lehman, RD ;
Han, S ;
Heim, WA ;
Coale, KH .
LIMNOLOGY AND OCEANOGRAPHY, 2004, 49 (05) :1512-1527
[10]   Wall pressure fluctuations of a turbulent separated and reattaching flow affected by an unsteady wake [J].
Chun, S ;
Liu, YZ ;
Sung, HJ .
EXPERIMENTS IN FLUIDS, 2004, 37 (04) :531-546