An integral swash zone model with friction: an experimental and numerical investigation

被引:37
作者
Archetti, R
Brocchini, M
机构
[1] Univ Bologna, DISTART, I-40136 Bologna, Italy
[2] Univ Genoa, DIAm, I-16145 Genoa, Italy
关键词
swash zone flows; integral model; seabed friction; shoreline boundary conditions; swash zone sediment transport;
D O I
10.1016/S0378-3839(02)00038-8
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Experimental and numerical analyses have been used to assess the validity and potentialities of the integral swash zone model by Brocchini and Peregrine (Proc. Coastal Dynamics '95, ASCE 1 (1996) 22 1) which is extended to include seabed friction effects previously neglected, Applications of the model to experimental data show it represents a simple and useful tool for modelling swash zone flows. The model allows for computation of integral swash zone properties and shoreline motion from local variables defined at the seaward limit of the swash. For most properties, correlation between local and integral properties is very good (correlation coefficient about 0.80). A suitable parametric form of frictional forces in the swash zone is defined on the basis of both experimental data and analytical investigation. Numerical tests showed that the proposed parameterization models well integral frictional forces within the swash zone. The parametric friction force improves capabilities of the integral swash zone model of representing real swash motions. This is particularly evident when considering the momentum equation: the correlation coefficient between the rate of change of the onshore momentum in the swash zone and its forcings increases from about 0.85 to about 0.95 due to the inclusion of the seabed friction. (C) 2002 Elsevier Science B.V All rights reserved.
引用
收藏
页码:89 / 110
页数:22
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