Comparison of univariate and transfer function models of groundwater fluctuations

Seasonal autoregressive integrated moving average (SARIMA) univariate models and single input-single output transfer function (SARIMA with externalities or SARIMAX) models of groundwater head fluctuations are developed for 21 Upper Floridan aquifer observation wells in northeast Florida. These models incorporate empirical relationships between rainfall input and head response based on historical correlations and cross correlations between these two time series. The magnitude of the forecast error terms indicates that the SARIMA and SARIMAX models explain an average of 84–87% of the variation observed in the monthly piezometric head levels for 1-month lead forecasts. Thus the models account for the dominant processes which affect temporal groundwater fluctuations. Both the SARIMA and SARIMAX models provide unbiased forecasts of piezometric head levels; however, the SARIMAX models produce more accurate forecasts (i.e., smaller forecast probability limits) than the SARIMA models, particularly as lead time increases. Modeling efforts reveal consistent model structures over the study region, with local hydrologic and geologic conditions causing site-specific variability in the time series model parameters.

[1]  New Zealand,et al.  Department of Agricultural Engineering. , 1993 .

[2]  Jery R. Stedinger,et al.  Disaggregation Procedures for Generating Serially Correlated Flow Vectors , 1984 .

[3]  J.F.T. Houston,et al.  Ground-Water Systems Simulation by Time-Series Techniques , 1983 .

[4]  Peter W. Bush,et al.  Ground-water hydraulics, regional flow, and ground-water development of the Floridan aquifer system in Florida and in parts of Georgia, South Carolina, and Alabama , 1988 .

[5]  Karen A. Lemke Transfer function models of suspended sediment concentration , 1991 .

[6]  Estimating correlations in multivariate streamflow models , 1981 .

[7]  I. Rodríguez‐Iturbe,et al.  Random Functions and Hydrology , 1984 .

[8]  T. Sharma,et al.  System model of daily sediment yield , 1980 .

[9]  K. Lemke AN EVALUATION OF TRANSFER‐FUNCTION/NOISE MODELS OF SUSPENDED SEDIMENT CONCENTRATION , 1990 .

[10]  S. Changnon,et al.  Relations between precipitation and shallow groundwater in Illinois , 1988 .

[11]  Input-output model for runoff-sediment yield processes , 1979 .

[12]  Keith W. Hipel,et al.  Advances in Box‐Jenkins modeling: 2. Applications , 1977 .

[13]  J. Stedinger,et al.  Multisite ARMA(1,1) and Disaggregation Models for Annual Streamflow Generation , 1985 .

[14]  D. Cox,et al.  An Analysis of Transformations , 1964 .

[15]  Angela M. Gurnell,et al.  Box-Jenkins Transfer Function Models Applied to Suspended Sediment Concentration-Discharge Relationships in a Proglacial Stream , 1984 .

[16]  E. Caroni,et al.  Rainfall-runoff-sediment yield relation by stochastic modelling , 1984 .

[17]  Kaz Adamowski,et al.  Application of nonparametric regression to groundwater level prediction , 1991 .

[18]  A. I. McLeod,et al.  Advances in Box-Jenkins modeling: 1. Model construction , 1977 .

[19]  C. Tibbals Hydrology of the Floridan aquifer system in east-central Florida , 1990 .

[20]  M. R. Karlinger,et al.  Daily water and sediment discharges from selected rivers of the eastern United States; a time-series modeling approach , 1983 .