Parameterization of near-bed processes under collinear wave and current flows from a two-phase sheet flow model

被引:19
作者
Amoudry, Laurent O. [1 ]
Liu, Philip L. -F. [2 ]
机构
[1] Natl Oceanog Ctr, Liverpool L3 5DA, Merseyside, England
[2] Cornell Univ, Sch Civil & Environm Engn, Ithaca, NY 14853 USA
基金
英国自然环境研究理事会; 美国国家科学基金会;
关键词
Sediment transport modelling; Sheet flows; Sediment erosion; Bed load transport rate; Boundary layer; SEDIMENT-TRANSPORT MODEL; LOAD TRANSPORT; SUSPENDED SEDIMENT; OSCILLATORY FLOW; BOUNDARY-LAYER; SHEAR-STRESS; RIPPLES; SIMULATION; BOTTOM;
D O I
10.1016/j.csr.2010.04.009
中图分类号
P7 [海洋学];
学科分类号
0707 ;
摘要
Sediment transport models require appropriate representation of near-bed processes. We aim here to explore the parameterizations of bed shear stress, bed load transport rate and near-bed sediment erosion rate under the sheet flow regime. To that end, we employ a one-dimensional two-phase sheet flow model which is able to resolve the intrawave boundary layer and sediment dynamics at a length scale on the order of the sediment grain. We have conducted 79 numerical simulations to cover a range of collinear wave and current conditions and sediment diameters in the range 210-460 mu m. The numerical results confirm that the intrawave bed shear stress leads the free stream velocity, and we assess an explicit expression relating the phase lead to the maximum velocity, wave period and bed roughness. The numerical sheet flow model is also used to provide estimates for the bed load transport rate and to inspect the near-bed sediment erosion. A common bed load transport rate formulation and two typical reference concentration approaches are assessed. A dependence of the bed load transport rate on the sediment grain diameter is observed and parameterized. Finally, the intrawave near-bed vertical sediment flux is further investigated and related to the time derivative of the bed shear stress. Crown Copyright (C) 2010 Published by Elsevier Ltd. All rights reserved.
引用
收藏
页码:1403 / 1416
页数:14
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