In this research, a hybrid wavelet-artificial neural network (WANN) and a geostatistical method were proposed for spatiotemporal prediction of the groundwater level (GWL) for one month ahead. For this purpose, monthly observed time series of GWL were collected from September 2005 to April 2014 in 10 piezometers around Mashhad City in the Northeast of Iran. In temporal forecasting, an artificial neural network (ANN) and a WANN were trained for each piezometer. Kriging was used in spatial estimations. The comparison of the prediction accuracy of these two models illustrated that the WANN was more efficacious in prediction of GWL for one month ahead. Thereafter, in order to predict GWL in desired points in the study area, the kriging method was used and a Gaussian model was selected as the best variogram model. Ultimately, the WANN with coefficient of determination and root mean square error and mean absolute error, 0.836 and 0.335 and 0.273 respectively, in temporal forecasting and Gaussian model with root mean square, 0.253 as the best fitted model on Kriging method for spatial estimating were suitable choices for spatiotemporal GWL forecasting. The obtained map of groundwater level showed that the groundwater level was higher in the areas of plain located in mountainside areas. This fact can show that outcomes are respectively correct.
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Rajaee, T., Nourani, V., & Pouraslan, F. (2016). Groundwater Level Forecasting Using Wavelet and Kriging. Journal of Hydraulic Structures, 2(2), 1-21. doi: 10.22055/jhs.2016.12848
MLA
Taher Rajaee; Vahid Nourani; Fatemeh Pouraslan. "Groundwater Level Forecasting Using Wavelet and Kriging". Journal of Hydraulic Structures, 2, 2, 2016, 1-21. doi: 10.22055/jhs.2016.12848
HARVARD
Rajaee, T., Nourani, V., Pouraslan, F. (2016). 'Groundwater Level Forecasting Using Wavelet and Kriging', Journal of Hydraulic Structures, 2(2), pp. 1-21. doi: 10.22055/jhs.2016.12848
VANCOUVER
Rajaee, T., Nourani, V., Pouraslan, F. Groundwater Level Forecasting Using Wavelet and Kriging. Journal of Hydraulic Structures, 2016; 2(2): 1-21. doi: 10.22055/jhs.2016.12848