Historical overview of 2D and 3D hydrodynamic modelling of shallow water flows in the Netherlands

被引:39
作者
De Goede, Erik D. [1 ]
机构
[1] Deltares, POB 177, NL-2600 MH Delft, Netherlands
关键词
Hydrodynamic modelling; Shallow water equations; Simona; Delft3D; Robustness; Accuracy; Computational efficiency; SPLITTING METHOD; EQUATIONS; COASTAL; SCHEME; SHELF; TOPOGRAPHY; SYSTEM;
D O I
10.1007/s10236-019-01336-5
中图分类号
P7 [海洋学];
学科分类号
0707 ;
摘要
This paper contains a historical overview of 2D and 3D hydrodynamic modelling in the Netherlands from the 1960s till now. It started in the 1960s with two-dimensional (depth-averaged) shallow sea modelling for practical applications of the Dutch government. The most important application was the Dutch 'Delta works' project, which was initiated after the February 1953 flood disaster in the Netherlands. In the late 1980s, three-dimensional shallow water modelling in the Netherlands started due of the advance in computing power. This was also needed for 3D water quality modelling. Two large software suites have been developed for modelling of shallow water flows in the Netherlands, namely Simona and Delft3D. These integrated systems contain software for modelling of hydrodynamics, water quality, morphology and waves. In this paper, we focus on hydrodynamic modelling. In literature, a lot of applications of Delft3D and Simona have been described. However, in none of these papers, the key features of the underlying hydrodynamic numerical method have been described, which have resulted into a good performance with respect to robustness, accuracy and computational efficiency. This paper therefore summarizes 'proven technology' in shallow water modelling with Simona and Delft3D that has been applied in the past decades in the Netherlands and abroad. From the 1960s till now, the hydrodynamic modelling in the Netherlands has been based on structured grids. In 2011, a transition started in the Netherlands towards unstructured modelling for shallow water flows, which will be discussed as well.
引用
收藏
页码:521 / 539
页数:19
相关论文
共 52 条
[1]   Effects of self-attraction and loading at a regional scale: a test case for the Northwest European Shelf [J].
Apecechea, Maialen Irazoqui ;
Verlaan, Martin ;
Zijl, Firmijn ;
Le Coz, Camille ;
Kernkamp, Herman .
OCEAN DYNAMICS, 2017, 67 (06) :729-749
[3]   Evaluation of methods for numerical simulation of wetting and drying in shallow water flow models [J].
Balzano, A .
COASTAL ENGINEERING, 1998, 34 (1-2) :83-107
[4]  
BENQUE JP, 1982, J WATERW PORT C DIV, V108, P396
[5]  
Blumberg AF., 1987, 3 DIMENSIONAL COASTA, V4, P16
[6]   SEMIIMPLICIT FINITE-DIFFERENCE METHODS FOR 3-DIMENSIONAL SHALLOW-WATER FLOW [J].
CASULLI, V ;
CHENG, RT .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN FLUIDS, 1992, 15 (06) :629-648
[7]  
Danish Hydraulic Institute, 2017, MIKE 3 FLOW MOD HYDR
[8]   A TIME-SPLITTING METHOD FOR THE 3-DIMENSIONAL SHALLOW-WATER EQUATIONS [J].
DEGOEDE, ED .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN FLUIDS, 1991, 13 (04) :519-534
[9]  
Delft Hydraulics, 1984, M1958 DELFT HYDR
[10]  
Delft University of Technology, 2018, SWAN US MAN CYCL 3 V