Modelled channel patterns in a schematized tidal inlet

被引:76
作者
Dissanayake, D. M. P. K. [1 ]
Roelvink, J. A. [1 ,2 ]
van der Wegen, M. [1 ]
机构
[1] Inst Water Educ, UNESCO, IHE, NL-2601 DA Delft, Netherlands
[2] Deltares, NL-2600 MH Delft, Netherlands
关键词
Long-term evolution; Ebb-tidal delta; Inlet channel; Tidal currents; Ameland inlet; Wadden Sea; ESTUARINE SYSTEMS; PROPAGATION; NETHERLANDS; ISLANDS;
D O I
10.1016/j.coastaleng.2009.08.008
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Tidal inlets in the Dutch Wadden Sea show typical morphological features, i.e. westward oriented main inlet channel and ebb-tidal delta. The objective of this study is to find the governing physical processes of these morphological features. The study uses a 2DH process-based morphodynamic model (Delft3D) on a schematized model domain, with dimensions similar to the Ameland inlet in the Dutch Wadden Sea. Starting from a flat bed the models are forced by tides only. Short-term simulations are made to explore the hydrodynamic characteristics and initial sedimentation and erosion patterns. Long-term morphodynamic simulations are employed to investigate the governing parameters of the main inlet channel and the ebb-tidal delta evolution. Sensitivity of the evolution is described in terms of initial inlet width (1.0 km and 3.5 km), direction and asymmetry of tidal forcing (M-2, M-4), transport formulations (Van Rijn, 1993; Engelund and Hansen, 1967) and relative position of the tidal basin with respect to the inlet (East (existing), Middle, and West). The results tend to produce morphological features typical to the Ameland inlet. The direction of tidal forcing is the main governing parameter to the present orientation of the main inlet channel and the ebb-tidal delta. The model results generally prove the conceptual hypotheses that describe the orientation of the main inlet channel and the ebbtidal delta. (C) 2009 Elsevier B.V. All rights reserved.
引用
收藏
页码:1069 / 1083
页数:15
相关论文
共 48 条
[1]  
[Anonymous], Delft3D-FLOW User Manual
[2]  
[Anonymous], 1990, MAR GEOL, DOI DOI 10.1016/0025-3227(90)90055-O
[3]  
[Anonymous], 1967, TEKN FORLAG
[4]   A STUDY OF NON-LINEAR TIDAL PROPAGATION IN SHALLOW INLET ESTUARINE SYSTEMS .1. OBSERVATIONS [J].
AUBREY, DG ;
SPEER, PE .
ESTUARINE COASTAL AND SHELF SCIENCE, 1985, 21 (02) :185-205
[5]  
Bagnold R.A., 1966, U.S. Geological Survey Professional Paper 422-I, P1
[6]  
BRUUN P., 1960, STABILITY COASTAL IN
[7]   Morphodynamics and sand bypassing at Ameland Inlet, The Netherlands [J].
Cheung, Kwok Fai ;
Gerritsen, Franciscus ;
Cleveringa, Jelmer .
JOURNAL OF COASTAL RESEARCH, 2007, 23 (01) :106-118
[8]   APPROACHES TO LONG-TERM MODELING OF COASTAL MORPHOLOGY - A REVIEW [J].
DEVRIEND, HJ ;
CAPOBIANCO, M ;
CHESHER, T ;
DE SWART, HE ;
LATTEUX, B ;
STIVE, MJF .
COASTAL ENGINEERING, 1993, 21 (1-3) :225-269
[9]  
DISSANAYAKE DMP, 2007, P 5 IAHR S RIV COA 1
[10]  
DISSANAYAKE DMP, 2008, EFFECT SEA LEVEL RIS