Hydrologic routing using nonlinear cascaded reservoirs

A key element of hydrologic routing models is that the discharge-storage relationship is assumed to follow a certain mathematical form, usually a linear or a power function, with parameters calibrated based on existing inflow-outflow data. This assumption simplifies the model calibration process but also constrains model operation throughout the flow range, potentially introducing biases. We present a new nonlinear hydrologic river routing approach where functions are only required to be nondecreasing. River reaches are modeled as conceptual reservoir cascades, with discharge-storage and loss/gain functions identified by the data. A novel parameter estimation approach is developed to identify these functions and other model parameters within a dynamical optimization framework. It is shown that hydrologic routing functions indeed exhibit different mathematical forms at different regions of their active range, and that the new approach is reliable, efficient, and robust under observational uncertainty. The model is demonstrated in lake and river routing applications for the Nile River, and it is also applicable for the estimation of nonlinear, nondecreasing functional relationships of general dynamic systems in state-space form.

[1]  P. Weinmann,et al.  Approximate Flood Routing Methods: A Review , 1979 .

[2]  Konstantine P. Georgakakos,et al.  A state‐space model for hydrologic river routing , 1990 .

[3]  P. Kitanidis,et al.  Real‐time forecasting and daily operation of a multireservoir system during floods by linear quadratic Gaussian control , 1983 .

[4]  D. H. Marks,et al.  A New Method for the Real-Time Operation of Reservoir Systems , 1987 .

[5]  Norman B. Nash,et al.  The Critical Years: The Reconstitution of the Anglican Church in the United States of America: 1780-1789 , 1957 .

[6]  T. Schmugge,et al.  Remote sensing in hydrology , 2002 .

[7]  H. Douville,et al.  A new river flooding scheme for global climate applications: Off‐line evaluation over South America , 2008 .

[8]  Z. Kundzewicz Physically based hydrological flood routing methods , 1986 .

[9]  R. Paiva,et al.  Validation of a full hydrodynamic model for large‐scale hydrologic modelling in the Amazon , 2013 .

[10]  Vivek K. Arora,et al.  A variable velocity flow routing algorithm for GCMs , 1999 .

[11]  A. Roth,et al.  The shuttle radar topography mission—a new class of digital elevation models acquired by spaceborne radar , 2003 .

[12]  Guy O. Beale,et al.  A channel dynamics model for real‐time flood forecasting , 1989 .

[13]  Michael T. Coe,et al.  Modeling terrestrial hydrological systems at the continental scale : Testing the accuracy of an atmospheric GCM , 2000 .

[14]  Donald K. Perovich,et al.  Seasonal evolution of the albedo of multiyear Arctic sea ice , 2002 .

[15]  Real-time, statistically linearized, adaptive flood routing , 1982 .

[16]  I. Muzik State variable model of overland flow , 1974 .

[17]  David A. Seal,et al.  The Shuttle Radar Topography Mission , 2007 .

[18]  L. A. Camacho,et al.  Multilinear discrete lag-cascade model for channel routing , 1999 .

[19]  Michael T. Coe,et al.  Long-term simulations of discharge and floods in the Amazon Basin : Large-scale biosphere-atmosphere experiment in Amazonia (LBA) , 2001 .

[20]  Zbigniew W. Kundzewicz,et al.  Nonlinear flood routing with multilinear models , 1987 .

[21]  T. Oki,et al.  Design of Total Runoff Integrating Pathways (TRIP)—A Global River Channel Network , 1998 .

[22]  Thomas N. Keefer,et al.  Multiple Linearization Flow Routing Model , 1974 .

[23]  M. Lighthill,et al.  On kinematic waves I. Flood movement in long rivers , 1955, Proceedings of the Royal Society of London. Series A. Mathematical and Physical Sciences.

[24]  R. E. Kalman,et al.  A New Approach to Linear Filtering and Prediction Problems , 2002 .

[25]  J. Nash A unit hydrograph study, with particular reference to British catchments [Discussion] , 1960 .

[26]  W. Collischonn,et al.  Large-Scale Hydrodynamic Modeling of a Complex River Network and Floodplains , 2010 .

[27]  Z. W. Kundzewicz Multilinear flood routing , 1984 .

[28]  J. A. Cunge,et al.  On The Subject Of A Flood Propagation Computation Method (Musklngum Method) , 1969 .

[29]  Muthiah Perumal Multilinear discrete cascade model for channel routing , 1994 .

[30]  Alan A. Smith A generalized approach to kinematic flood routing , 1980 .

[31]  J. Garbrecht,et al.  Hydrologic Channel‐Flow Routing for Compound Sections , 1991 .

[32]  S. Kanae,et al.  A physically based description of floodplain inundation dynamics in a global river routing model , 2011 .

[33]  R. Paiva,et al.  Large scale hydrologic and hydrodynamic modeling using limited data and a GIS based approach , 2011 .

[34]  M. Coe,et al.  Simulating the surface waters of the Amazon River basin: impacts of new river geomorphic and flow parameterizations , 2008 .

[35]  Muthiah Perumal Multilinear muskingum flood routing method , 1992 .

[36]  Vujica Yevjevich,et al.  Muskingum-Cunge Method with Variable Parameters , 1978 .

[37]  A. Georgakakos Extended linear quadratic Gaussian control: Further extensions , 1989 .