Parallel Processes in Hydrology and Water Quality: A Unified Time‐Series Approach

Most well-known time-series methods treat the system as a univariate, bivariate or multivariate 'black box'whose parameters provide a convenient and concise description of the data. This is in contrast to physically based, mechanistic models, whose parameters normally have an identifiable physical interpretation. The present paper describes a unified 'data-based mechanistic'approach to the modelling of dynamic systems from time-series data using continuous or discrete-time transfer function models in the time derivative, backward shift or delta operator. This approach, which exploits recursive methods of parameter estimation, represents a useful compromise between the physically based methods of mechanistic modelling and the 'black box'methods of time-series analysis. It provides a powerful tool for the objective investigation of environmental dynamic systems when time-series data are available for analysis. Its practical potential is illustrated by several real examples concerned with the objective investigation of parallel processes in hydrology and water quality.

[1]  P. Young,et al.  Recursive estimation: A unified approach to the identification estimation, and forecasting of hydrological systems , 1985 .

[2]  A. Jakeman,et al.  Computation of the instantaneous unit hydrograph and identifiable component flows with application to two small upland catchments , 1990 .

[3]  Peter C. Young,et al.  The Instrumental Variable Method: A Practical Approach to Identification and System Parameter Estimation , 1985 .

[4]  D. A. Kraijenhoff,et al.  River flow modelling and forecasting , 1986 .

[5]  D. E. Elrick,et al.  Miscible Displacement Patterns on Disturbed and Undisturbed Soil Cores 1 , 1966 .

[6]  Peter C. Young,et al.  Time-Series Methods and Recursive Estimation in Hydrological Systems Analysis , 1986 .

[7]  Keith Smettem,et al.  Soil-water residence time and solute uptake. 3. Mass transfer under simulated winter rainfall conditions in undisturbed soil cores , 1984 .

[8]  P. Young,et al.  Computation of the instantaneous unit hydrograph and identifiable component flows with application to two small upland catchments — Comment , 1991 .

[9]  Peter C. Young,et al.  Identification, Estimation and Control of Continuous-Time Systems Described by Delta Operator Models , 1991 .

[10]  Peter C. Young,et al.  A systems model of stream flow and water quality in the bedford-ouse river—1. stream flow modelling , 1979 .

[11]  Peter C. Young,et al.  An aggregated mixing zone model of solute transport through porous media , 1988 .

[12]  P. Young,et al.  Environmetric time-series analysis: modelling natural systems from experimental time-series data. , 1991, International journal of biological macromolecules.

[13]  P. Young,et al.  Longitudinal Dispersion in Natural Streams , 1983 .

[14]  Anthony J. Jakeman,et al.  An instrumental variable method for model order identification , 1980, Autom..

[15]  John F. Dalrymple,et al.  A correlation method for the estimation of retention times at full-scale sewage treatment plants , 1980 .

[16]  Peter Young,et al.  Parameter estimation for continuous-time models - A survey , 1979, Autom..

[17]  R. K. Kachroo River flow forecasting. Part 1. A discussion of the principles , 1992 .

[18]  K. Beven,et al.  EXPERIMENTAL INVESTIGATION OF THE AGGREGATED DEAD ZONE MODEL. , 1989 .

[19]  P. C. Young,et al.  The Effects of Sulphur Dioxide on Phloem Transport in Two Cereals , 1988 .

[20]  P. Young,et al.  Refined instrumental variable methods of recursive time-series analysis Part III. Extensions , 1980 .