Physics‐based hydrologic‐response simulation: Seeing through the fog of equifinality

Equifinality The need to characterize the distributed nature of near-surface hydrologic response has been stressed recently by Burt (2005), Bloschl (2006), and Sidle (2006). Serendipitously, 31 classic papers related to the processes governing streamflow generation have recently been reprinted in the Benchmark Papers in Hydrology series (Beven, 2006a). The limitations and benefits of comprehensive physics-based hydrologic-response simulation were discussed in two earlier commentaries (Loague and VanderKwaak, 2004; Loague et al., 2006). Herein, the topic of equifinality, a perceived Achilles’ heel for physics-based simulation, is addressed. In the most general sense, equifinality is the case where different conditions lead to similar effects. Beven (2006b) thoroughly reviews the equifinality problem for hydrology and related disciplines (also see Haines-Young and Petch, 1983; Culling, 1987; Aronica et al., 1998; Hankin and Beven, 1998; Schulz et al., 1999; Beven, 2000, 2002a,b; Brazier et al., 2000; Beven and Freer, 2001; Hreiche et al., 2002; Binley and Beven, 2003). It is worth noting that the equifinality problem is not limited to the earth sciences. For example, equifinality is well-known in biology (Rogers, 2000), management (Doty et al., 1993; Gresov and Drazin, 1997), and psychology (Gottlieb, 2001; McClure et al., 2001). In the context of hydrology and deterministic-conceptual simulation, equifinality frequently refers to more than one parameter set providing an equally good (or poor) representation of the integrated response. Discussing the issue of equifinality, Savenije (2001) wrote as follows: Although we can consider equifinality as a nuisance since it implies that looking for more understanding through detailed distributed modelling is a dead-end track, it also offers an opening to the revival of larger-scale hydrological laws. Commenting on the statement by Savenije (2001), Loague and VanderKwaak (2004) wrote: Obviously, one should consider the intended use of a distributed model before characterizing the approach as a dead-end track (i.e. large

[1]  R. Haines-Young,et al.  Multiple working hypotheses: Equifinality and the study of landforms , 1983 .

[2]  R. Sidle,et al.  Field observations and process understanding in hydrology: essential components in scaling , 2006 .

[3]  K. Beven,et al.  Equifinality and uncertainty in physically based soil erosion models: Application of the glue methodology to WEPP-the water erosion prediction project-for sites in the UK and USA , 2000 .

[4]  Jane Marks,et al.  We Have a Problem , 1992 .

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

[6]  A. Rogers On Equifinality in Faunal Analysis , 2000, American Antiquity.

[7]  S. P. Anderson,et al.  Unsaturated zone processes and the hydrologic response of a steep, unchanneled catchment , 1998 .

[8]  Keith Loague,et al.  Long‐term InHM simulations of hydrologic response and sediment transport for the R‐5 catchment , 2007 .

[9]  Keith Beven,et al.  Infiltration excess at the Horton Hydrology Laboratory (or not , 2004 .

[10]  J. C. Ramírez,et al.  Estimation of aquifer parameters under transient and steady-state conditions , 1984 .

[11]  Keith Beven,et al.  A Discussion of Distributed Hydrological Modelling , 1990 .

[12]  J. Vanderkwaak Numerical simulation of flow and chemical transport in integrated surface-subsurface hydrologic systems , 1999 .

[13]  Non-uniqueness in the one-dimensional inverse scattering problem , 1985 .

[14]  K. Bevenb,et al.  Use of spatially distributed water table observations to constrain uncertainty in a rainfall – runoff model , 1998 .

[15]  G. Gottlieb The Relevance of Developmental-Psychobiological Metatheory to Developmental Neuropsychology , 2001, Developmental neuropsychology.

[16]  Benjamin B. Mirus,et al.  Simulated effect of a forest road on near‐surface hydrologic response: redux , 2005 .

[17]  Alberto Guadagnini,et al.  A new look at traditional deterministic flow models and their calibration in the context of randomly heterogeneous media , 2000 .

[18]  Tim Burt A third paradox in catchment hydrology and biogeochemistry: decoupling in the riparian zone , 2005 .

[19]  David R. Montgomery,et al.  Piezometric response in shallow bedrock at CB1: Implications for runoff generation and landsliding , 2002 .

[20]  Keith Beven,et al.  Robert E. Horton and abrupt rises of ground water , 2004 .

[21]  K. Beven 12 Equifinality and Uncertainty in Geomorphological Modelling , 1996 .

[22]  R. Allan Freeze,et al.  Three-Dimensional, Transient, Saturated-Unsaturated Flow in a Groundwater Basin , 1971 .

[23]  S. P. Anderson,et al.  Concentration‐discharge relationships in runoff from a steep, unchanneled catchment , 1997 .

[24]  R. Allan Freeze,et al.  Role of subsurface flow in generating surface runoff: 2. Upstream source areas , 1972 .

[25]  Amalendu Roy,et al.  Ambiguity in geophysical interpretation , 1962 .

[26]  H. Elsenbeer,et al.  Distributed modeling of storm flow generation in an Amazonian rain forest catchment: Effects of model parameterization , 1999 .

[27]  Leonard F. Konikow,et al.  Predictive Accuracy of a Ground–Water Model — Lessons from a Postaudit , 1986 .

[28]  S. P. Anderson,et al.  Near-surface hydrologic response for a steep, unchanneled catchment near Coos Bay, Oregon: 2. Physics-based simulations , 2007, American Journal of Science.

[29]  Richard L. Cooley,et al.  Uniqueness of a model of steady-state groundwater flow , 1976 .

[30]  G. Saulnier,et al.  Analytical solution to a bias in the TOPMODEL framework balance , 2004 .

[31]  R. Allan Freeze,et al.  Mathematical simulation of subsurface flow contributions to snowmelt runoff, Reynolds Creek Watershed, Idaho , 1974 .

[32]  S. Sorooshian,et al.  Uniqueness and observability of conceptual rainfall‐runoff model parameters: The percolation process examined , 1983 .

[33]  J. Kirchner Getting the right answers for the right reasons: Linking measurements, analyses, and models to advance the science of hydrology , 2006 .

[34]  Keith Beven,et al.  Flood frequency estimation by continuous simulation for a catchment treated as ungauged (with uncertainty) , 2002 .

[35]  John D. Bredehoeft,et al.  Ground-water models cannot be validated , 1992 .

[36]  M. B. Beck Chapter 2 We have a problem , 2002 .

[37]  P. Young,et al.  Simplicity out of complexity in environmental modelling: Occam's razor revisited. , 1996 .

[38]  10 A Role for Theoretical Models in Geomorphology , 1996 .

[39]  D. A. Zimmerman,et al.  A comparison of seven geostatistically based inverse approaches to estimate transmissivities for modeling advective transport by groundwater flow , 1998 .

[40]  W. Culling,et al.  Equifinality: Modern Approaches to Dynamical Systems and Their Potential for Geographical Thought , 1987 .

[41]  Keith Beven,et al.  APPLICATION OF A GENERALIZED TOPMODEL TO THE SMALL RINGELBACH CATCHMENT, VOSGES, FRANCE , 1996 .

[42]  T. Weekes Continental Drift , 1970, Nature.

[43]  Keith Beven,et al.  On constraining TOPMODEL hydrograph simulations using partial saturated area information , 2002 .

[44]  K. Sreenivasan,et al.  Lessons from hydrodynamic turbulence , 2006 .

[45]  K. Loague,et al.  Statistical and graphical methods for evaluating solute transport models: Overview and application , 1991 .

[46]  S. P. Anderson,et al.  Hydrologic response of a steep, unchanneled valley to natural and applied rainfall , 1997 .

[47]  Keith Beven,et al.  Uniqueness of place and process representations in hydrological modelling , 2000 .

[48]  R. Anderssen Note on conductivity models for the Earth , 1968 .

[49]  Jeffrey J. McDonnell,et al.  Where does water go when it rains? Moving beyond the variable source area concept of rainfall‐runoff response , 2003 .

[50]  P. Bird,et al.  Kinematics of present crust and mantle flow in southern California , 1984 .

[51]  Robert Drazin,et al.  Equifinality: Functional Equivalence in Organization Design , 1997 .

[52]  Keith Beven,et al.  Vadose Zone Flow Model Uncertainty as Conditioned on Geophysical Data , 2003, Ground water.

[53]  Benjamin B. Mirus,et al.  Physics‐based hydrologic‐response simulation: foundation for hydroecology and hydrogeomorphology , 2006 .

[54]  K. Loague,et al.  Simulating hydrological response for the R‐5 catchment: comparison of two models and the impact of the roads , 2002 .

[56]  K. Beven,et al.  Modelling dispersion in complex open channel flows: Equifinality of model structure (1) , 1998 .

[57]  K. Loague,et al.  Physics‐based hydrologic response simulation: platinum bridge, 1958 Edsel, or useful tool , 2004 .

[58]  J. McClure,et al.  Constraints on equifinality: goals are good explanations only for controllable outcomes. , 2001, The British journal of social psychology.

[59]  J. Nash,et al.  River flow forecasting through conceptual models part I — A discussion of principles☆ , 1970 .

[60]  Keith Beven,et al.  Equifinality, sensitivity and predictive uncertainty in the estimation of critical loads , 1999 .

[61]  Young-Jin Park,et al.  An assessment of the tracer‐based approach to quantifying groundwater contributions to streamflow , 2006 .

[62]  Keith Beven,et al.  Changing ideas in hydrology — The case of physically-based models , 1989 .

[63]  G. Chavent Identification of functional parameters in partial differential equations , 1974 .

[64]  S. Sorooshian,et al.  Automatic calibration of conceptual rainfall-runoff models: The question of parameter observability and uniqueness , 1983 .

[65]  K. Beven Towards a coherent philosophy for modelling the environment , 2002, Proceedings of the Royal Society of London. Series A: Mathematical, Physical and Engineering Sciences.

[66]  J. Bredehoeft The conceptualization model problem—surprise , 2005 .

[67]  Bhavin Jankharia,et al.  We have a problem! , 2008, Indian Journal of Radiology and Imaging.

[68]  Qihua Ran,et al.  Adding sediment transport to the integrated hydrology model (InHM): Development and testing , 2006 .

[69]  Günter Blöschl,et al.  Hydrologic synthesis: Across processes, places, and scales , 2006 .

[70]  S. P. Anderson,et al.  Near-surface hydrologic response for a steep, unchanneled catchment near Coos Bay, Oregon: 1. sprinkling experiments , 2007, American Journal of Science.

[71]  Sensitivity Analysis and the Ground‐Water Inverse Problem , 1982 .

[72]  Mark S. Wigmosta,et al.  A comparison of simplified methods for routing topographically driven subsurface flow , 1999 .

[73]  Edzer Pebesma,et al.  Error analysis for the evaluation of model performance: rainfall–runoff event summary variables , 2007 .

[74]  K. Loague,et al.  Hydrologic‐Response simulations for the R‐5 catchment with a comprehensive physics‐based model , 2001 .

[75]  Keith Beven Streamflow generation processes. , 2006 .

[76]  Keith Beven,et al.  Towards an alternative blueprint for a physically based digitally simulated hydrologic response modelling system , 2002 .

[77]  S. P. Anderson,et al.  Subsurface flow paths in a steep, unchanneled catchment , 1997 .

[78]  W. Yeh Review of Parameter Identification Procedures in Groundwater Hydrology: The Inverse Problem , 1986 .

[79]  S. Sorooshian,et al.  Evaluation of Maximum Likelihood Parameter estimation techniques for conceptual rainfall‐runoff models: Influence of calibration data variability and length on model credibility , 1983 .

[80]  Keith Beven,et al.  Use of spatially distributed water table observations to constrain uncertainty in a rainfall–runoff model , 1998 .

[81]  V. Klemeš,et al.  Guest Editorial: Of Carts and Horses in Hydrologic Modeling , 1997 .

[82]  S. P. Neuman,et al.  Estimation of aquifer parameters under transient and steady-state conditions: 2 , 1986 .

[83]  Keith Beven,et al.  TOPMODEL : a critique. , 1997 .

[84]  S. P. Anderson,et al.  Linkages Between Weathering and Erosion in a Small, Steep Catchment , 2002 .

[85]  B. Mohanty,et al.  Spatial analysis of hydraulic conductivity measured using disc infiltrometers , 1994 .

[86]  K. Beven,et al.  Toward a generalization of the TOPMODEL concepts:Topographic indices of hydrological similarity , 1996 .

[87]  Jeffrey J. McDonnell,et al.  Virtual experiments: a new approach for improving process conceptualization in hillslope hydrology , 2004 .

[88]  Keith Beven,et al.  A manifesto for the equifinality thesis , 2006 .

[89]  William H. Glick,et al.  Fit, Equifinality, and Organizational Effectiveness: A Test of Two Configurational Theories , 1993 .

[90]  Jan Feyen,et al.  Constraining soil hydraulic parameter and output uncertainty of the distributed hydrological MIKE SHE model using the GLUE framework , 2002 .

[91]  Efi Foufoula-Georgiou,et al.  Toward a unified science of the Earth's surface: Opportunities for synthesis among hydrology, geomorphology, geochemistry, and ecology , 2006 .

[92]  A. Hreichea,et al.  Parallel Processing for a Better Understanding of Equifinality in Hydrological Models , 2002 .

[93]  S. P. Neuman Calibration of distributed parameter groundwater flow models viewed as a multiple‐objective decision process under uncertainty , 1973 .

[94]  L. A. Richards Capillary conduction of liquids through porous mediums , 1931 .

[95]  Maliha S. Nash,et al.  Soil physical properties at the Las Cruces trench site , 1989 .

[96]  S. P. Anderson,et al.  Chemical weathering and runoff chemistry in a steep headwater catchment , 2001 .

[97]  Keith Beven,et al.  Equifinality, data assimilation, and uncertainty estimation in mechanistic modelling of complex environmental systems using the GLUE methodology , 2001 .

[98]  P. Huyakorn,et al.  A fully coupled physically-based spatially-distributed model for evaluating surface/subsurface flow , 2004 .

[99]  Keith Beven,et al.  Robert Horton’s perceptual model of infiltration. , 2004 .

[100]  D. Montgomery,et al.  Runoff generation in a steep, soil‐mantled landscape , 2002 .

[101]  Keith Beven,et al.  Uncertainty and equifinality in calibrating distributed roughness coefficients in a flood propagation model with limited data , 1998 .

[102]  Keith Beven,et al.  Equifinality, sensitivity and uncertainty in the estimation of critical loads. , 1999 .

[103]  Keith Beven,et al.  Stochastic capture zone delineation within the generalized likelihood uncertainty estimation methodology: Conditioning on head observations , 2001 .

[104]  Keith Loague,et al.  Further testing of the Integrated Hydrology Model (InHM): event‐based simulations for a small rangeland catchment located near Chickasha, Oklahoma , 2005 .

[105]  Hubert H. G. Savenije,et al.  Equifinality, a blessing in disguise? , 2001 .

[106]  J. Hadamard Sur les problemes aux derive espartielles et leur signification physique , 1902 .

[107]  R. Allan Freeze,et al.  Role of subsurface flow in generating surface runoff: 1. Base flow contributions to channel flow , 1972 .

[108]  Keith Beven,et al.  Equifinality and the problem of robust calibration in nitrogen budget simulations , 1999 .

[109]  Edzer Pebesma,et al.  Error analysis for the evaluation of model performance: rainfall–runoff event time series data , 2005 .