Technical Papers
Feb 28, 2019

Hybrid Wavelet-M5 Model Tree for Rainfall-Runoff Modeling

Publication: Journal of Hydrologic Engineering
Volume 24, Issue 5

Abstract

In this study, the hybrid wavelet-M5 model was introduced to model the rainfall-runoff process via three different data division strategies (75%–25%, 60%–40%, and 50%–50%) for two different catchments at both daily and monthly scales. The performance of the wavelet-M5 model was also examined in the case of multi-step-ahead forecasting. In this way, first, the rainfall and runoff time series were decomposed using the wavelet transform to several sub-time series to handle the multiresolution characteristic of rainfall and runoff time series. Then the obtained subseries were applied to the M5 model tree as inputs. The obtained results showed the better performance of the wavelet-M5 model in comparison with individual artificial neural network (ANN) and M5 models so that the obtained determination coefficient was 0.80 by the hybrid wavelet-M5 model, while it was calculated as 0.23 and 0.19 by the ANN and M5 tree models, respectively. It was also concluded that the wavelet-M5 model could lead to better performance in the multi-step-ahead forecasting issue since the catchment showed a semilinear behavior because the error would be constant in linear models.

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Information & Authors

Information

Published In

Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 24Issue 5May 2019

History

Received: Jan 14, 2018
Accepted: Nov 26, 2018
Published online: Feb 28, 2019
Published in print: May 1, 2019
Discussion open until: Jul 28, 2019

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Authors

Affiliations

Vahid Nourani [email protected]
Professor, Dept. of Water Resources Engineering, Faculty of Civil Engineering, Univ. of Tabriz, 51666 Tabriz, Iran; Professor, Dept. of Civil Engineering, Near East Univ., P.O. Box 99138, Nicosia, North Cyprus, Mersin 10, Turkey (corresponding author). Email: [email protected]
Ali Davanlou Tajbakhsh [email protected]
Dept. of Water Resources Engineering, Faculty of Civil Engineering, Univ. of Tabriz, 51666 Tabriz, Iran. Email: [email protected]
Amir Molajou [email protected]
Ph.D. Student, Dept. of Water Resources Engineering, Faculty of Civil Engineering, Iran Univ. of Science and Technology, 51546 Tehran, Iran. Email: [email protected]
Huseyin Gokcekus [email protected]
Professor, Dept. of Civil Engineering, Near East Univ., Turkish Republic of Northern Cyprus, Cyprus 99138, Turkey. Email: [email protected]

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