Modelling flows in shallow (fluvial) lakes with prevailing circulations in the horizontal plane: limits of 2D compared to 3D models

The numerical modelling of circulations in shallow lakes is a relevant tool for all environmental applications in which flow advection processes are of interest, e.g. for studies on nutrients, microorganisms, pollutants and sediment dynamics. While 3D models are needed to properly describe the flow fields of basins with the main circulations in the vertical plane, 2D models are commonly deemed to yield adequate results for lakes with prevailing horizontal circulations. However, the depth-averaged approximation is more limiting for wind-driven flows than for gravity-driven flows, such as rivers, as the driving force is a surface rather than a volume one, distributed along the depth through turbulence. In this work, the effects of such inaccuracy on the reproduction of circulation layouts are evaluated through compared simulations between a 2D Shallow Water solver and a 3D Reynolds-Averaged Navier-Stokes one. The models are first applied to a simple enclosed elliptical test basin and then to the real case of the Superior Lake of Mantua, a shallow fluvial lake in Northern Italy, thereby also investigating the influences of the interaction of wind with a riverine current and of a complex bathymetry on the compared results.

[1]  S. Petryk,et al.  Analysis of Flow through Vegetation , 1975 .

[2]  P. Roe Approximate Riemann Solvers, Parameter Vectors, and Difference Schemes , 1997 .

[3]  Claudia Giardino,et al.  Assessing Potential Algal Blooms in a Shallow Fluvial Lake by Combining Hydrodynamic Modelling and Remote-Sensed Images , 2015 .

[4]  G. Schernewski,et al.  The influence of spatial wind inhomogeneity on flow patterns in a small lake , 1999 .

[5]  Horizontal Mixing in the Shallow Palic Lake Caused by Steady and Unsteady Winds , 2013, Environmental Modeling & Assessment.

[6]  J. Józsa On the internal boundary layer related wind stress curl and its role in generating shallow lake circulations , 2014 .

[7]  M. Toffolon,et al.  Effects of spatial wind inhomogeneity and turbulence anisotropy on circulation in an elongated basin: A simplified analytical solution , 2009 .

[8]  K. Hutter Fundamental Equations and Approximations , 1984 .

[9]  T. Krámer Solution-adaptive 2D modelling of wind-induced lake circulation , 2006 .

[10]  C. Hearn,et al.  A new method of describing bottom stress in two-dimensional hydrodynamical models of shallow homogeneous seas, estuaries, and lakes , 1988 .

[11]  Jin Wu,et al.  Wind-Stress coefficients over Sea surface near Neutral Conditions—A Revisit , 1980 .

[12]  A. M. Davies On formulating two‐dimensional vertically integrated hydrodynamic numerical models with an enhanced representation of bed stress , 1988 .

[13]  Jean-Antoine Désidéri,et al.  Upwind schemes for the two-dimensional shallow water equations with variable depth using unstructured meshes , 1998 .

[14]  L. Natale,et al.  Flood mapping using LIDAR DEM. Limitations of the 1-D modeling highlighted by the 2-D approach , 2015, Natural Hazards.

[15]  Donald W. Knight,et al.  The concept of roughness in fluvial hydraulics and its formulation in 1D, 2D and 3D numerical simulation models , 2008 .

[16]  T. Shih,et al.  A New K-epsilon Eddy Viscosity Model for High Reynolds Number Turbulent Flows: Model Development and Validation , 1994 .

[17]  Marina Fruehauf Shore Protection Manual , 2016 .

[18]  Stanley Osher,et al.  Convergence of Generalized MUSCL Schemes , 1985 .

[19]  G. Nützmann,et al.  Effects of wind-driven circulation on river intrusion in Lake Tegel: modeling study with projection on transport of pollutants , 2012, Environmental Fluid Mechanics.

[20]  S. Sibilla,et al.  Hydrodynamic modelling and characterisation of a shallow fluvial lake: a study on the Superior Lake of Mantua , 2016 .

[21]  Peifang Wang,et al.  Numerical Model for Flow Through Submerged Vegetation Regions in a Shallow Lake , 2011 .

[22]  B. R. Gebart,et al.  Permeability of Unidirectional Reinforcements for RTM , 1992 .

[23]  G. Petaccia,et al.  Simplified versus Detailed Two-Dimensional Approaches to Transient Flow Modeling in Urban Areas , 2010 .

[24]  C. Hearn,et al.  A note on the equivalence of some two- and three-dimensional models of wind-driven barotropic flow in shallow seas , 1990 .

[25]  Pierfranco Costabile,et al.  Enhancing river model set-up for 2-D dynamic flood modelling , 2015, Environ. Model. Softw..