The trouble with shear stress

被引:46
作者
Yager, Elowyn M. [1 ]
Venditti, Jeremy G. [2 ]
Smith, Heidi J. [3 ]
Schmeeckle, Mark W. [4 ]
机构
[1] Univ Idaho, Dept Civil Engn, Ctr Ecohydraul Res, Boise, ID 83702 USA
[2] Simon Fraser Univ, Dept Geog, Burnaby, BC V5A 1S6, Canada
[3] Univ Idaho, Dept Water Resources, Ctr Ecohydraul Res, Boise, ID USA
[4] Arizona State Univ, Sch Geog Sci & Urban Planning, Tempe, AZ USA
基金
美国国家科学基金会;
关键词
Shear stress; Sediment transport; Flow velocity; BED-LOAD TRANSPORT; BEDLOAD TRANSPORT; SEDIMENT TRANSPORT; VELOCITY PROFILES; NUMERICAL-SIMULATION; FLOW; TURBULENCE; CHANNEL; MOTION; IMPACT;
D O I
10.1016/j.geomorph.2018.09.008
中图分类号
P9 [自然地理学];
学科分类号
0705 ; 070501 ;
摘要
Predicted bedload fluxes often have large errors partly because calculations usually do not include spatial and temporal flow variability. Sediment motion is driven by a temporal distribution of applied fluid forces, which are often simplified into time-averaged flow velocities or shear stresses in sediment transport equations. Spatial variations in these flow parameters are also often neglected. Given the nonlinearities in the relation between flow and sediment flux, the reach-averaged sediment flux calculated with an average velocity or shear stress will not necessarily equal the measured spatially averaged bedload flux. Such spatial and temporal flow variations are ignored with the commonly used reach-averaged shear stress (tau(ds)) that is a function of the flow depth and channel slope. To demonstrate the uncertainties with using reach-averaged shear stresses, and even local shear stresses, to predict bedload transport rates, we have three goals. First, we outline the derivations and assumptions involved with commonly used estimates of shear stress. Second, we summarize the literature on the uncertainties involved with using shear stress, and other space- and time-averaged flow parameters, to predict sediment flux. Third, we use a new data set from experiments to add further support to a growing body of literature that suggests tau(ds) may not be linked to the mechanics of bedload transport. We show considerable uncertainties exist in estimating a reach-averaged shear stress, by comparing tau(ds) and near-bed shear stresses calculated from velocity profiles, Reynolds stresses, and local turbulence. For example, tau(ds) was systematically greater than these near-bed stresses even for experiments without large bed roughness. We also find that correlations between local time-averaged sediment fluxes and local Reynolds stresses or turbulence intensities are relatively poor. The near-bed, timeaveraged local flow velocity has the strongest relation with the time-averaged local bedload flux because it is closely related to the forces that actually drive sediment transport. However, sediment transport rates in individual experiments could still vary by orders of magnitude for a given value of this flow velocity, suggesting that additional work is needed to identity a parameter, or distributions of parameters, that will best predict sediment fluxes. (C) 2018 Elsevier B.V. All rights reserved.
引用
收藏
页码:41 / 50
页数:10
相关论文
共 77 条
  • [1] A general power equation for predicting bed load transport rates in gravel bed rivers
    Barry, JJ
    [J]. WATER RESOURCES RESEARCH, 2004, 40 (10) : W104011 - W1040122
  • [2] ESTIMATING SHEAR VELOCITY AND ROUGHNESS LENGTH FROM VELOCITY PROFILES
    BERGERON, NE
    ABRAHAMS, AD
    [J]. WATER RESOURCES RESEARCH, 1992, 28 (08) : 2155 - 2158
  • [3] Comparing different methods of bed shear stress estimates in simple and complex flow fields
    Biron, PM
    Robson, C
    Lapointe, MF
    Gaskin, SJ
    [J]. EARTH SURFACE PROCESSES AND LANDFORMS, 2004, 29 (11) : 1403 - 1415
  • [4] Buffington J. M, 1999, WATER RESOUR RES, V35
  • [5] Measurement of coarse gravel and cobble transport using portable bedload traps
    Bunte, K
    Abt, SR
    Potyondy, JP
    Ryan, SE
    [J]. JOURNAL OF HYDRAULIC ENGINEERING, 2004, 130 (09) : 879 - 893
  • [6] Byrd TC, 2000, EARTH SURF PROC LAND, V25, P167, DOI 10.1002/(SICI)1096-9837(200002)25:2<167::AID-ESP66>3.0.CO
  • [7] 2-G
  • [8] Instantaneous turbulent forces and impulse on a rough bed: Implications for initiation of bed material movement
    Celik, Ahmet Ozan
    Diplas, Panayiotis
    Dancey, Clint L.
    [J]. WATER RESOURCES RESEARCH, 2013, 49 (04) : 2213 - 2227
  • [9] Reynolds stress and sand transport over a foredune
    Chapman, Connie
    Walker, Ian J.
    Hesp, Patrick A.
    Bauer, Bernard O.
    Davidson-Arnott, Robin G. D.
    Ollerhead, Jeff
    [J]. EARTH SURFACE PROCESSES AND LANDFORMS, 2013, 38 (14) : 1735 - 1747
  • [10] Bedload transport in the instrumented catchment of the Rio Cordon Part II: Analysis of the bedload rate
    D'Agostino, V
    Lenzi, MA
    [J]. CATENA, 1999, 36 (03) : 191 - 204