Application and validation of a three-dimensional hydrodynamic model of a macrotidal salt marsh

被引:29
|
作者
Ashall, Logan M. [1 ]
Mulligan, Ryan P. [1 ]
van Proosdij, Danika [2 ]
Poirier, Emma [2 ]
机构
[1] Queens Univ, Dept Civil Engn, Kingston, ON K7L 3N6, Canada
[2] St Marys Univ, Dept Geog, Halifax, NS B3H 3C3, Canada
基金
加拿大自然科学与工程研究理事会;
关键词
Macrotidal channel; Salt marsh vegetation; Tidal currents; Hydrodynamic modelling; Acoustic field observations; Bay of Fundy; SPARTINA-ALTERNIFLORA; SEDIMENT TRANSPORT; FLOW HYDRODYNAMICS; TIDAL MARSH; BAY; VEGETATION; NETWORKS; WETLANDS; FUNDY; FLUME;
D O I
10.1016/j.coastaleng.2016.04.005
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A three-dimensional hydrodynamic model is used to study the relative influence of salt marsh vegetation on flows in a macrotidal estuary using a system of three connected grids that resolve currents in tidal drainage channels incised in a marsh platform. The model incorporates the effects of vegetation on flow drag, parameterized by the stem height, diameter and plant density. Model predictions are compared to novel field observations of macrotidal water levels and tidal currents using pressure and acoustic current sensors over 6 tidal cycles at spring tide, collected in areas of different roughness corresponding to high marsh grass (Spartina patens), low marsh grass (Spartina alterniflora), and a muddy tidal channel bed. High resolution airborne Lidar and multibeam bathymetry data are used to define the bathymetry and spatially-variable vegetation maps in the multi-domain model. A detailed comparison between field observations and model results is presented, necessary for model validation in this macrotidal environment with large water level gradients and high sensitivity to model input parameter values. The model results indicate that the vegetation plays a major role in controlling flow speed and drainage patterns, especially over the macrotidal marsh platform. Differences in flow resistance between vegetated and un-vegetated areas result in faster flows over un-vegetated areas, with vegetated areas having flow directions locally perpendicular to channels as water levels exceed creek bank elevations and the marsh platform is flooded. Including the marsh grasses in the model causes stronger near-surface currents, significantly weaker near-bed currents, and concentrated flows in the channels resulting in strong vertical variation in the horizontal flow. The results indicate that including the effects of vegetation in a numerical model is crucial in simulating the hydrodynamic conditions over macrotidal salt marsh platforms and in channels. (C) 2016 Elsevier B.V. All rights reserved.
引用
收藏
页码:35 / 46
页数:12
相关论文
共 50 条
  • [1] A three-dimensional hydrodynamic and salinity transport model of estuarine circulation with an application to a macrotidal estuary
    Xing, Yan
    Ai, Congfang
    Jin, Sheng
    [J]. APPLIED OCEAN RESEARCH, 2013, 39 : 53 - 71
  • [2] A three-dimensional environmental hydrodynamic model, Fantom-Refined: Validation and application for saltwater intrusion in a meso-macrotidal estuary
    Veerapaga, Nagendram
    Azhikodan, Gubash
    Shintani, Tetsuya
    Iwamoto, Naoya
    Yokoyama, Katsuhide
    [J]. OCEAN MODELLING, 2019, 141
  • [3] A three-dimensional hydrodynamic model for the Gulf of Hammamet-Bay of Monastir: model validation and application
    Sana Chaouch
    Ali Harzallah
    Mouldi Brahim
    Rafik Zarrad
    Chérif Sammari
    [J]. Journal of Coastal Conservation, 2024, 28
  • [4] A three-dimensional hydrodynamic model for the Gulf of Hammamet-Bay of Monastir: model validation and application
    Chaouch, Sana
    Harzallah, Ali
    Brahim, Mouldi
    Zarrad, Rafik
    Sammari, Cherif
    [J]. JOURNAL OF COASTAL CONSERVATION, 2024, 28 (01)
  • [5] Application of three-dimensional hydrodynamic model for Lake Okeechobee
    Jin, KR
    Hamrick, JH
    Tisdale, T
    [J]. JOURNAL OF HYDRAULIC ENGINEERING, 2000, 126 (10) : 758 - 771
  • [6] Application and validation of three-dimensional model in a shallow lake
    Jin, KR
    Ji, ZG
    [J]. JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING, 2005, 131 (05) : 213 - 225
  • [7] Validation of three-dimensional hydrodynamic models of the Gulf of Finland
    Myrberg, Kai
    Ryabchenko, Vladimir
    Isaev, Alexei
    Vankevich, Roman
    Andrejev, Oleg
    Bendtsen, Jorgen
    Erichsen, Anders
    Funkquist, Lennart
    Inkala, Arto
    Neelov, Ivan
    Rasmus, Kai
    Medina, Miguel Rodriguez
    Raudsepp, Urmas
    Passenko, Jelena
    Soederkvist, Johan
    Sokolov, Alexander
    Kuosa, Harri
    Anderson, Thomas R.
    Lehmann, Andreas
    Skogen, Morten D.
    [J]. BOREAL ENVIRONMENT RESEARCH, 2010, 15 (05): : 453 - 479
  • [8] Coupling an underflow model to a three-dimensional hydrodynamic model
    Dallimore, CJ
    Hodges, BR
    Imberger, J
    [J]. JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 2003, 129 (10): : 748 - 757
  • [9] Three-dimensional hydrodynamic model of Xiamen waters
    Wen Shenghui
    [J]. Acta Oceanologica Sinica, 2003, (02) : 151 - 169
  • [10] Three-dimensional hydrodynamic model of Xiamen waters
    Wen, SH
    Cai, S
    Tang, JJ
    Cai, QF
    [J]. ACTA OCEANOLOGICA SINICA, 2003, 22 (02) : 151 - 169