Critical perspectives on the evaluation and optimization of complex numerical models of estuary hydrodynamics and sediment dynamics

Numerical hydrodynamic and sediment transport models provide a means of extending inferences from direct observation and for advancing our understanding of estuarine processes. However, their parametric complexity invites questions concerning the extent to which model output can be assessed with respect to data. This paper examines the basis for evaluating the performance of complex hydrodynamic and sediment transport models, with reference to a case study of a muddy meso-tidal estuary. Sophisticated and computationally-intensive models should be evaluated using robust objective functions, but conventional measures of fit and model efficiency invoke restrictive assumptions about the nature of the errors. Furthermore, they offer little insight into causes of poor performance. Optimization of tidal hydrodynamic models can usefully combine conventional performance measures with harmonic analysis of modelled shallow water tidal constituents that are diagnostic of the interactions between tidal propagation, bathymetry and bottom friction. Models with similar efficiencies can thus be distinguished and likely sources of error pinpointed. Hydrodynamic models have a predictive power that is rooted in a more-or-less complete representation of the physical processes and boundary conditions that are well-constrained with respect to data. In contrast, fine sediment models rely on a less complete conceptualization of a broader set of processes and, crucially, have a parametric complexity that is unmatched by the quantity and quality of observational data. Their performance as measured by conventional objective functions is weaker and it is important to match the structural complexity of model errors with analyses that can localize the scales and times of poor performance. Wavelet analysis is potentially useful here as a means of identifying aspects of the model that need improvement. The context in which such models are deployed is also important. Used heuristically, what might otherwise be dismissed as weak models can still provide mechanistic support for empirically-derived inferences concerning specific aspects of system behaviour. Copyright (c) 2009 John Wiley & Sons, Ltd.

[1]  A. Lane,et al.  Random-walk particle modelling for estimating bathymetric evolution of an estuary , 2006 .

[2]  Ingrid Daubechies,et al.  The wavelet transform, time-frequency localization and signal analysis , 1990, IEEE Trans. Inf. Theory.

[3]  I. Townend,et al.  A preliminary net sediment budget for the Humber Estuary. , 2003, The Science of the total environment.

[4]  J. Blanton,et al.  Tidal current asymmetry in shallow estuaries and tidal creeks , 2002 .

[5]  A. Blumberg,et al.  Flow balances in St. Andrew Bay revealed through hydrodynamic simulations , 2000 .

[6]  Pradeep Garg,et al.  Morphodynamic Modelling of Intertidal Sediment Transport in Morecambe Bay , 2001 .

[7]  P. Hoekstra,et al.  Observations of suspended sediment from ADCP and OBS measurements in a mud-dominated environment , 2005 .

[8]  David G. Aubrey,et al.  A study of non-linear tidal propagation in shallow inlet/estuarine systems Part II: Theory☆ , 1985 .

[9]  E. Slama,et al.  The two-dimensional transport module SUBIEF. Applications to sediment transport and water quality processes , 1998 .

[10]  Emmanuel Partheniades,et al.  Erosion and Deposition of Cohesive Soils , 1965 .

[11]  V. Ernstsen,et al.  The concept of “representative tides” in morphodynamic numerical modelling , 2006 .

[12]  Jon French,et al.  Tidal and Meteorological Forcing of Suspended Sediment Flux in a Muddy Mesotidal Estuary , 2008 .

[13]  M. V. Wijngaarden A two‐dimensional model for suspended sediment transport in the southern branch of the Rhine–Meuse estuary, The Netherlands , 1999 .

[14]  R. Neves,et al.  Numerical modelling of suspended sediment transport in tidal estuaries: A comparison between the Tagus (Portugal) and the Scheldt (Belgium-the Netherlands) , 1994, Netherland Journal of Aquatic Ecology.

[15]  Saul I. Gass,et al.  Feature Article - Decision-Aiding Models: Validation, Assessment, and Related Issues for Policy Analysis , 1983, Oper. Res..

[16]  S. Schladow,et al.  Simulation of flood impact and habitat extent for a tidal freshwater marsh restoration , 2005 .

[17]  C. Le Normant,et al.  Three-dimensional modelling of cohesive sediment transport in the Loire estuary. , 2000 .

[18]  Stuart N. Lane,et al.  Laboratory and field assessment of an infrared turbidity probe and its response to particle size and variation in suspended sediment concentration , 1995 .

[19]  Andrew J. Manning,et al.  Variability in cohesive sediment settling fluxes: Observations under different estuarine tidal conditions , 2006 .

[20]  A. Elliott,et al.  Suspended sediment concentrations in the Tamar estuary , 2003 .

[21]  H. Ridderinkhof,et al.  Temporal variations in concentration and transport of suspended sediments in a channel–flat system in the Ems-Dollard estuary , 2000 .

[22]  David A. Huntley,et al.  Modelling Water Surface Topography at a Complex Inlet System – Teignmouth, UK , 2002, Journal of Coastal Research.

[23]  Dirk-Jan R. Walstra,et al.  Evaluation of coastal area modelling systems at an estuary mouth , 2004 .

[24]  Neil McIntyre,et al.  Towards reduced uncertainty in conceptual rainfall‐runoff modelling: dynamic identifiability analysis , 2003 .

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

[26]  Steven R. Davie,et al.  Development of a Waste Load Allocation Model for the Charleston Harbor Estuary, Phase II: Water Quality , 2000 .

[27]  Charles James Lemckert,et al.  Numerical Study of the Hydrodynamics of a Very Shallow Estuarine System - Coombabah Lake, Gold Coast, Australia , 2009 .

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

[29]  David H. Schoellhamer,et al.  Variability of suspended-sediment concentration at tidal to annual time scales in San Francisco Bay, USA , 2002 .

[30]  David O'Sullivan Complexity science and human geography , 2004 .

[31]  Michael Power,et al.  The predictive validation of ecological and environmental models , 1993 .

[32]  Stanislas Wartel,et al.  Suspended matter in the Scheldt estuary , 2005, Hydrobiologia.

[33]  Steven M. Manson,et al.  Challenges in Evaluating Models of Geographic Complexity , 2007 .

[34]  N Oreskes,et al.  Verification, Validation, and Confirmation of Numerical Models in the Earth Sciences , 1994, Science.

[35]  J. French,et al.  InSiPID : A new low-cost instrument for in situ particle size measurements in estuarine and coastal waters , 2007 .

[36]  Tania Ruth Scott,et al.  Data assimilation for a coastal area morphodynamic model: Morecambe Bay , 2007 .

[37]  Am Kreiser,et al.  Sedimentary environments and Holocene evolution of the lower Blyth estuary, Suffolk (England), and a comparison with other East Anglian coastal sequences , 1992 .

[38]  Stuart N. Lane,et al.  Assessment of rainfall‐runoff models based upon wavelet analysis , 2007 .

[39]  M. Pejrup,et al.  Modelling of cohesive sediment transport in a tidal lagoon—an annual budget , 2005 .

[40]  Peter Wallbrink,et al.  Hydrologic characteristics and modelling of a small forested catchment in southeastern new South Wales. Pre-logging condition , 1986 .

[41]  Jon French,et al.  Hydrodynamic Modelling of Estuarine Flood Defence Realignment as an Adaptive Management Response to Sea-Level Rise , 2008 .

[42]  Andrew Lane,et al.  Bathymetric evolution of the Mersey Estuary, UK, 1906–1997: causes and effects , 2004 .

[43]  Laura Painton Swiler,et al.  Calibration, validation, and sensitivity analysis: What's what , 2006, Reliab. Eng. Syst. Saf..

[44]  J. Dennis,et al.  The development of a regime model for prediction of the long-term effects of civil engineering activities on estuaries , 2000 .

[45]  D. Legates,et al.  Evaluating the use of “goodness‐of‐fit” Measures in hydrologic and hydroclimatic model validation , 1999 .

[46]  C. Torrence,et al.  A Practical Guide to Wavelet Analysis. , 1998 .

[47]  H. E. de Swart,et al.  Morphodynamics of ebb-tidal deltas: a model approach , 2003 .

[48]  T. Benson,et al.  Morphodynamics and sediment flux in the Blyth estuary, Suffolk, UK: conceptual modelling and high resolution monitoring. , 2005 .

[49]  C. Watson,et al.  Sedimentation–erosion dynamics of abandoned reclamations: the role of waves and tides , 2000 .

[50]  G. Abril,et al.  Metal mobilization in the Gironde Estuary (France): the role of the soft mud layer in the maximum turbidity zone , 2004 .