A depth-averaged two-dimensional sediment transport model for environmental studies in the Scheldt Estuary and tidal river network

被引:30
|
作者
Gourgue, O. [1 ,2 ]
Baeyens, W. [3 ]
Chen, M. S. [4 ]
de Brauwere, A. [1 ,2 ,3 ]
de Brye, B. [1 ,2 ]
Deleersnijder, E. [1 ,5 ]
Elskens, M. [3 ]
Legat, V. [1 ,2 ]
机构
[1] Catholic Univ Louvain, Inst Mech Mat & Civil Engn iMMC, B-1348 Louvain, Belgium
[2] Catholic Univ Louvain, Georges Lemaitre Ctr Earth & Climate Res TECLIM, B-1348 Louvain, Belgium
[3] Vrije Univ Brussel, Lab Analyt & Environm Chem ANCH, B-1050 Brussels, Belgium
[4] Vrije Univ Brussel, Dept Hydrol & Hydraul Engn HYDR, B-1050 Brussels, Belgium
[5] Catholic Univ Louvain, Earth & Life Inst, Georges Lemaitre Ctr Earth & Climate Res TECLIM, B-1348 Louvain, Belgium
关键词
Fine sediments; Flocculation; Estuary; River; Scheldt; Model; Depth-averaged; SLIM; COHESIVE SEDIMENT; SETTLING VELOCITY; SUSPENDED MATTER; FINITE-ELEMENT; SOUTHERN BIGHT; COASTAL ZONE; FLOCCULATION; DISTRIBUTIONS; TURBULENCE; PARTICLES;
D O I
10.1016/j.jmarsys.2013.03.014
中图分类号
P [天文学、地球科学];
学科分类号
07 ;
摘要
This paper presents the sediment module designed for the two-dimensional depth-averaged and one-dimensional section-averaged components of the finite-element model SLIM (Second-generation Louvainla-Neuve Ice-ocean Model) in the framework of its application to the tidal part of the Scheldt Basin. This sediment transport module focuses on fine-grained, cohesive sediments. It is a necessary tool to undertake environmental biogeochemical studies, in which fine sediment dynamics play a crucial role. The variables are the suspended sediment concentration (SSC) and the concentration of the sediments freshly deposited on the bottom. Sediment dynamics is controlled by the transport of SSC by advection and diffusion, while deposition and resuspension processes also depend on other physical, chemical and biological conditions. Besides building a functioning fine sediment transport model, the aim of this study is to identify, parametrize and quantify the key processes that are necessary to represent satisfactorily the suspended sediment dynamics in the Scheldt Estuary and tidal river network. It is known that the settling velocity of suspended sediments is influenced by flocculation. The important factors governing this process include the SSC itself, the turbulence, the shear stress, the salinity, the biological activity and some physicochemical properties (e.g. pH). In this sediment module, only SSC, salinity and biological activity are explicitly taken into account. In addition, the influence of the biological activity on the bottom layer erodibility is considered, as well as the mud proportion on the bottom, because the presence of sand increases the ability of the bottom layer to erode. Finally, the influence of a convergence zone between bottom currents carrying large amounts of fine sediments is also included in the model. The computer cost of a two-dimensional model is significantly smaller than that of the three-dimensional models traditionally deemed indispensable in sediment transport modeling. Even if the present simplified model is designed for the specific situation of the Scheldt, it produces results that are rather similar to those obtained with more complex, three-dimensional tools, but at a significantly lower cost. Therefore, it is believed that the model presented herein is suitable and useful for long-term environmental simulations in the Scheldt Estuary. (c) 2013 Elsevier B.V. All rights reserved.
引用
收藏
页码:27 / 39
页数:13
相关论文
共 50 条
  • [1] Application of a two-dimensional depth-averaged hydrodynamic tidal model
    Sankaranarayanan, S
    McCay, DF
    OCEAN ENGINEERING, 2003, 30 (14) : 1807 - 1832
  • [2] A depth-averaged two-dimensional numerical model of flow and sediment transport in open channels with vegetation
    Wu, WM
    Wang, SSY
    RIPARIAN VEGETATION AND FLUVIAL GEOMORPHOLOGY, 2004, 8 : 253 - 265
  • [3] A Two-Dimensional Depth-Averaged Sediment Transport Mobile-Bed Model with Polygonal Meshes
    Lai, Yong G.
    WATER, 2020, 12 (04)
  • [4] Two-dimensional Depth-averaged Model Simulation
    Avramenko, Anna
    Hamalainen, Jari
    PROCEEDINGS OF THE INTERNATIONAL CONFERENCE OF NUMERICAL ANALYSIS AND APPLIED MATHEMATICS 2014 (ICNAAM-2014), 2015, 1648
  • [5] STABILITY ANALYSIS OF TWO-DIMENSIONAL DEPTH-AVERAGED MODEL
    TINGSANCHALI, T
    VONGVISESSOMAJI, S
    HWANG, GJ
    JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1989, 115 (09): : 1204 - 1222
  • [6] Depth-Averaged Two-Dimensional Model of Unsteady Flow and Sediment Transport due to Noncohesive Embankment Break/Breaching
    Wu, Weiming
    Marsooli, Reza
    He, Zhiguo
    JOURNAL OF HYDRAULIC ENGINEERING, 2012, 138 (06) : 503 - 516
  • [7] A depth-averaged two-dimensional model for flow, sediment transport, and bed topography in curved channels with riparian vegetation
    Wu, WM
    Shields, FD
    Bennett, SJ
    Wang, SSY
    WATER RESOURCES RESEARCH, 2005, 41 (03) : 1 - 15
  • [8] Predicting contraction scour with a two-dimensional depth-averaged model
    Lai, Yong G.
    Greimann, Blair P.
    JOURNAL OF HYDRAULIC RESEARCH, 2010, 48 (03) : 383 - 387
  • [9] NUMERICAL SIMULATION OF MUDFLOW WITH A TWO-DIMENSIONAL DEPTH-AVERAGED MODEL
    Tion, Puay How
    Jun, Lim Jia
    Zakaria, Nor Azazi
    JURNAL TEKNOLOGI-SCIENCES & ENGINEERING, 2021, 83 (03): : 1 - 10
  • [10] Simulation of bend flow by a depth-averaged two-dimensional model
    Lien, HC
    Yang, JC
    Yeh, KC
    HYDRAULIC ENGINEERING SOFTWARE VI, 1996, : 195 - 204