Determining of Stage-Discharge Relationship for Meandering Compound Channels Using M5 Decision Tree Model
Authors: Mehdi Kheradmand, Mehdi Azhdary Moghaddam, Abdolreza Zahiri, Khalil Ghorbani
Abstract:
In modeling phenomena, the presence of local conditions may cause the use of a general relation not to produce good results and thus fail to demonstrate local changes. If possible, identifying homogenous limits and providing simple linear relations for each of these limits will increase the accuracy of models. Accordingly, the models are divided into simpler and smaller problems to solve complicated problems, and the obtained answers will be combined. This simple idea can be applied to decision tree models. For this aim, the input data values are divided into several sub-intervals or sub-regions, and an appropriate model is extracted for an appropriate model or equation. This research proposes the M5 decision tree method as a solution to accurately compute the flow discharge in meandering compound channels.
Keywords: Stage-discharge relationship, decision tree, M5 decision tree model, meandering compound channels.
Procedia APA BibTeX Chicago EndNote Harvard JSON MLA RIS XML ISO 690 PDF Downloads 247References:
[1] J.R. Quinlan, “Learning with continuous classes,” Proceedings of Australian Joint Conference on Artificial Intelligence, Hobart 16-18 November 1992, pp. 343-348.
[2] A. Zahiri and Kh. Ghorbani, “Flow discharge prediction in compound channels by using decision model tree M5”, Journal of Water and Soil Conservation, Gorgan University of Agricultural Sciences and Natural Resources, vol. 20 (3), 2013, pp. 113-132
[3] D.P. Solomatine, and Y. Xue, “M5 model trees and neural networks: Application to flood forecasting in the upper reach of the Huai river in China,” J. Hydrol. Eng, vol. 9 (6), 2004, pp. 1-10.
[4] K. K. Khatua, Interaction of Flow and Estimation of Discharge in Two Stage Meandering Compound Channels, Ph.D. Thesis, National Institute of Technology, Rourkela, India, 2008.
[5] K. Shiono, J. S. Al-Romaih and D. W. Knight. “Stage discharge assessment in compound meandering channels,” Journal of Hydraulic Engineering, ASCE, vol. 125 (1), 1999. pp. 66-77.
[6] J. Spooner and K. Shiono. “Modelling of meandering channels for overbank flow,” Proc. Institution of Civil Engineers, Water and Maritime Engineering, vol. 156 (3), 2003, pp. 225-233.
[7] A. B. Macleod, Development of Methods to Predict the Discharge Capacity in Model and Prototype Meandering Compound Channels, Ph.D. Thesis, Department of Civil Engineering, University of Glasgow, 1997.
[8] M. Kheradmand, Determining of Stage-Discharge Relationship for Meandering Compound Channels Using New Data Mining Methods, Master Thesis, Department of Civil Engineering, International University of Chabahar, Iran, 2013.