Review of wetting and drying algorithms for numerical tidal flow models

A review of wetting and drying (WD) algorithms used by contemporary numerical models based on the shallow water equations is presented. The numerical models reviewed employ WD algorithms that fall into four general frameworks: (1) Specifying a thin film of fluid over the entire domain; (2) checking if an element or node is wet, dry or potentially one of the two, and subsequently adding or removing elements from the computational domain; (3) linearly extrapolating the fluid depth onto a dry element and its nodes from nearby wet elements and computing the velocities; and (4) allowing the water surface to extend below the topographic ground surface. This review presents the benefits and drawbacks in terms of accuracy, robustness, computational efficiency, and conservation properties. The WD algorithms also tend to be highly tailored to the numerical model they serve and therefore difficult to generalize. Furthermore, the lack of temporally and spatially defined validation data has hampered comparisons of the models in terms of their ability to simulate WD over real domains. A short discussion of this topic is included in the conclusion. Copyright © 2012 John Wiley & Sons, Ltd.

[1]  William G. Gray,et al.  Analytic Solutions for Computer Flow Model Testing , 1978 .

[2]  Gour-Tsyh Yeh,et al.  Moving boundary numerical surge model , 1979 .

[3]  William G. Gray,et al.  Finite element simulation of flow in deforming regions , 1980 .

[4]  W. Thacker Some exact solutions to the nonlinear shallow-water wave equations , 1981, Journal of Fluid Mechanics.

[5]  John A. Richards,et al.  An explanation of enhanced radar backscattering from flooded forests , 1987 .

[6]  Guy Dumas,et al.  A finite element model of estuarian and river flows with moving boundaries , 1990 .

[7]  L. Hess,et al.  Radar detection of flooding beneath the forest canopy - A review , 1990 .

[8]  Daniel R. Lynch,et al.  Three-dimensional hydrodynamics on finite elements. Part II: Non-linear time-stepping model , 1991 .

[9]  Nicole Goutal,et al.  TELEMAC: A new numerical model for solving shallow water equations , 1991 .

[10]  Norman W. Scheffner,et al.  ADCIRC: An Advanced Three-Dimensional Circulation Model for Shelves, Coasts, and Estuaries. Report 1. Theory and Methodology of ADCIRC-2DDI and ADCIRC-3DL. , 1992 .

[11]  John M. Hamrick,et al.  A Three-Dimensional Environmental Fluid Dynamics Computer Code : Theoretical and computational aspects , 1992 .

[12]  R. T. Cheng,et al.  SEMI-IMPLICIT FINITE DIFFERENCE METHODS FOR THREE-DIMENSIONAL SHALLOW WATER FLOW , 1992 .

[13]  P. Bates,et al.  A two-dimensional finite-element model for river flow inundation , 1993, Proceedings of the Royal Society of London. Series A: Mathematical and Physical Sciences.

[14]  W. G. Gray,et al.  Shallow water modeling in spherical coordinates: equation formulation, numerical implementation, and application , 1994 .

[15]  R. Luettich,et al.  ADCIRC: An Advanced Three-Dimensional Circulation Model for Shelves, Coasts, and Estuaries. Report 6. Development of a Tidal Constituent Database for the Eastern North Pacific. , 1994 .

[16]  A. Defina,et al.  A New Set of Equations for Very Shallow Water and Partially Dry Areas Suitable to 2D Numerical Models , 1994 .

[17]  J. M. Hervouet,et al.  Finite Element Algorithms for Modelling Flood Propagation , 1994 .

[18]  L. Smith Satellite remote sensing of river inundation area, stage, and discharge: a review , 1997 .

[19]  R. Kahawita,et al.  Modelling wetting and drying effects over complex topography , 1998 .

[20]  Robert Klein HYDRODYNAMIC SIMULATION WITH MIKE21 OF MELE BAY AND PORT VILA, VANUATU , 1998 .

[21]  A. Balzano,et al.  Evaluation of methods for numerical simulation of wetting and drying in shallow water flow models , 1998 .

[22]  G. Mellor USERS GUIDE for A THREE-DIMENSIONAL, PRIMITIVE EQUATION, NUMERICAL OCEAN MODEL , 1998 .

[23]  Paul D. Bates,et al.  A new method for moving–boundary hydrodynamic problems in shallow water , 1999, Proceedings of the Royal Society of London. Series A: Mathematical, Physical and Engineering Sciences.

[24]  Kathleen L. McInnes,et al.  A storm surge inundation model for coastal planning and impact studies , 1999 .

[25]  P. Bates,et al.  Modelling suspended sediment deposition on a fluvial floodplain using a two-dimensional dynamic finite element model , 2000 .

[26]  Paul D. Bates,et al.  Development and testing of a subgrid-scale model for moving-boundary hydrodynamic problems in shallow water , 2000 .

[27]  Khodor Khadra,et al.  Fictitious domain approach for numerical modelling of Navier–Stokes equations , 2000 .

[28]  M. Horritt Calibration of a two‐dimensional finite element flood flow model using satellite radar imagery , 2000 .

[29]  J. Hervouet TELEMAC modelling system: an overview , 2000 .

[30]  Derek M. Causon,et al.  Numerical simulation of wave overtopping of coastal structures using the non-linear shallow water equations , 2000 .

[31]  Andrea Defina,et al.  Two‐dimensional shallow flow equations for partially dry areas , 2000 .

[32]  Roy A. Walters,et al.  An unstructured grid, three‐dimensional model based on the shallow water equations , 2000 .

[33]  Mourad Heniche,et al.  A two-dimensional finite element drying-wetting shallow water model for rivers and estuaries , 2000 .

[34]  Richard A. Luettich,et al.  Elemental Wetting and Drying in the ADCIRC Hydrodynamic Model : Upgrades and Documentation for ADCIRC Version 34 . XX , 2001 .

[35]  M. Bertness,et al.  Rapid shoreward encroachment of salt marsh cordgrass in response to accelerated sea-level rise , 2001, Proceedings of the National Academy of Sciences of the United States of America.

[36]  M. R. Morton,et al.  Wetting and drying simulation of estuarine processes , 2001 .

[37]  P. Bates,et al.  Predicting floodplain inundation: raster‐based modelling versus the finite‐element approach , 2001 .

[38]  James G. Titus,et al.  Maps of lands vulnerable to sea level rise: modeled elevations along the US Atlantic and Gulf coasts , 2001 .

[39]  Franklin Liu,et al.  Modeling wave runup with depth-integrated equations , 2002 .

[40]  George L. Mellor,et al.  A Generalization of a Sigma Coordinate Ocean Model and an Intercomparison of Model Vertical Grids , 2002 .

[41]  Mutsuto Kawahara,et al.  Shallow Water Flow Analysis with Moving Boundary Technique Using Least-squares Bubble Function , 2002 .

[42]  P. V. Sundareshwar,et al.  RESPONSES OF COASTAL WETLANDS TO RISING SEA LEVEL , 2002 .

[43]  H. Gerritsen,et al.  Cyclone Induced Storm Surge and Flood Forecasting System for India , 2002 .

[44]  Scott F. Bradford,et al.  Finite-Volume Model for Shallow-Water Flooding of Arbitrary Topography , 2002 .

[45]  Pilar García-Navarro,et al.  A numerical model for the flooding and drying of irregular domains , 2002 .

[46]  David M. Cobby,et al.  Two‐dimensional hydraulic flood modelling using a finite‐element mesh decomposed according to vegetation and topographic features derived from airborne scanning laser altimetry , 2003 .

[47]  Changsheng Chen,et al.  An Unstructured Grid, Finite-Volume, Three-Dimensional, Primitive Equations Ocean Model: Application to Coastal Ocean and Estuaries , 2003 .

[48]  Qimiao Lu A THREE-DIMENSIONAL MODELING OF TIDAL CIRCULATION IN COASTAL ZONES WITH WETTING AND DRYING PROCESS , 2003 .

[49]  Paul D. Bates,et al.  Floodplain friction parameterization in two‐dimensional river flood models using vegetation heights derived from airborne scanning laser altimetry , 2003 .

[50]  C. J. Apelt,et al.  PARAMETERS AFFECTING THE PERFORMANCE OF WETTING AND DRYING IN A TWO-DIMENSIONAL FINITE ELEMENT LONG WAVE HYDRODYNAMIC MODEL , 2003 .

[51]  Luca Carniello,et al.  A combined wind wave–tidal model for the Venice lagoon, Italy , 2004 .

[52]  Lian Xie,et al.  Incorporation of a Mass-Conserving Inundation Scheme into a Three Dimensional Storm Surge Model , 2004 .

[53]  Henrik Madsen,et al.  Cyclone induced storm surge and flood forecasting in the northern Bay of Bengal , 2004 .

[54]  Edward P. Myers,et al.  A cross-scale model for 3D baroclinic circulation in estuary-plume-shelf systems: I , 2004 .

[55]  Earl V. Edris,et al.  Modeling surface and subsurface hydrologic interactions in a south Florida watershed near the Biscayne Bay , 2004 .

[56]  Yuwu Jiang,et al.  Drying wetting approach for 3D finite element sigma coordinate model for estuaries with large tidal flats , 2005 .

[57]  G. Roberts,et al.  Retrieval of biomass combustion rates and totals from fire radiative power observations: Application to southern Africa using geostationary SEVIRI imagery , 2005 .

[58]  R. Löhner,et al.  Progress in grid generation via the advancing front technique , 2005, Engineering with Computers.

[59]  Michael Dowd,et al.  A finite element circulation model for embayments with drying intertidal areas and its application to the Quoddy region of the Bay of Fundy , 2005 .

[60]  E.P. Myers,et al.  Review of progress on VDatum, a vertical datum transformation tool , 2005, Proceedings of OCEANS 2005 MTS/IEEE.

[61]  Jean-Paul Caltagirone,et al.  A novel implicit method for coastal hydrodynamics modeling: application to the Arcachon lagoon , 2005 .

[62]  Lie-Yauw Oey,et al.  A wetting and drying scheme for POM , 2005 .

[63]  Karim Hilmi,et al.  Oualidia lagoon, Morocco: an estuary without a river , 2005 .

[64]  Onno Bokhove,et al.  Flooding and Drying in Discontinuous Galerkin Finite-Element Discretizations of Shallow-Water Equations. Part 1: One Dimension , 2005, J. Sci. Comput..

[65]  Joannes J. Westerink,et al.  Refinements in Continuous Galerkin Wetting and Drying Algorithms , 2006 .

[66]  Joannes J. Westerink,et al.  SP2 Hindcasting Hurricane Katrina Using the ADCIRC High Resolution Unstructured Grid Coastal Ocean Model(1) , 2006 .

[67]  L. Cea,et al.  Numerical modelling of tidal flows in complex estuaries including turbulence: an unstructured finite volume solver and experimental validation , 2006 .

[68]  Robert H. Weisberg,et al.  Hurricane storm surge simulations for Tampa Bay , 2006 .

[69]  O. Bokhove,et al.  Flooding and drying in discontinuous Galerkin discretizations of shallow water equations , 2006 .

[70]  Damir Bekić,et al.  A comparison of one- and two-dimensional model simulation of the Clyde Estuary, Glasgow , 2006 .

[71]  B. Sanders,et al.  Unstructured grid finite-volume algorithm for shallow-water flow and scalar transport with wetting and drying , 2006 .

[72]  Chuanmin Hu,et al.  Baroclinic tidal flows and inundation processes in Cook Inlet, Alaska: numerical modeling and satellite observations , 2007 .

[73]  Haosheng Huang,et al.  A finite volume numerical approach for coastal ocean circulation studies: Comparisons with finite difference models , 2007 .

[74]  Brett F. Sanders,et al.  Conservative Wetting and Drying Methodology for Quadrilateral Grid Finite-Volume Models , 2007 .

[75]  L. D'Alpaos,et al.  Mathematical modeling of tidal hydrodynamics in shallow lagoons: A review of open issues and applications to the Venice lagoon , 2007, Comput. Geosci..

[76]  Judith C. Chow,et al.  Spatial and seasonal distributions of carbonaceous aerosols over China , 2007 .

[77]  James T. Morris Ecological engineering in intertidial saltmarshes , 2007 .

[78]  B. Sanders Evaluation of on-line DEMs for flood inundation modeling , 2007 .

[79]  B. Sanders,et al.  Integral formulation of shallow-water equations with anisotropic porosity for urban flood modeling , 2008 .

[80]  Brett F. Sanders,et al.  Adaptive Godunov-Based Model for Flood Simulation , 2008 .

[81]  Brett F. Sanders,et al.  Integration of a shallow water model with a local time step , 2008 .

[82]  William H. Farrand,et al.  Light-toned salty soils and coexisting Si-rich species discovered by the Mars Exploration Rover Spirit in Columbia Hills , 2008 .

[83]  Changsheng Chen,et al.  Complexity of the flooding/drying process in an estuarine tidal‐creek salt‐marsh system: An application of FVCOM , 2008 .

[84]  Ethan J. Kubatko,et al.  A wetting and drying treatment for the Runge-Kutta discontinuous Galerkin solution to the shallow water equations , 2009 .

[85]  Qiuhua Liang,et al.  Adaptive quadtree simulation of shallow flows with wet-dry fronts over complex topography , 2009 .

[86]  J. L. Rego,et al.  On the receding of storm surge along Louisiana's low-lying coast , 2009 .

[87]  Q. Liang,et al.  Numerical resolution of well-balanced shallow water equations with complex source terms , 2009 .

[88]  Tuomas Kärnä,et al.  A finite-element, multi-scale model of the Scheldt tributaries, river, estuary and ROFI , 2010 .

[89]  Guowei Ma,et al.  An equivalent viscoelastic model for rock mass with parallel joints , 2010 .

[90]  Changsheng Chen,et al.  Wetland‐estuarine‐shelf interactions in the Plum Island Sound and Merrimack River in the Massachusetts coast , 2010 .

[91]  Tarig A. Ali,et al.  Development of a Seamless Topographic / Bathymetric Digital Terrain Model for Tampa Bay, Florida , 2011 .

[92]  Marouane Temimi,et al.  A synergetic use of satellite imagery from SAR and optical sensors to improve coastal flood mapping in the Gulf of Mexico , 2012 .