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contributor authorP. Hosseinzadeh Talaee
contributor authorMajid Heydari
contributor authorParviz Fathi
contributor authorSafar Marofi
contributor authorHossein Tabari
date accessioned2017-05-08T21:49:09Z
date available2017-05-08T21:49:09Z
date copyrightApril 2012
date issued2012
identifier other%28asce%29he%2E1943-5584%2E0000466.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/63327
description abstractA flood is a common natural disaster that causes enormous economic, social, and human losses. Over the years, a number of management approaches have been developed for lowering flood damage. A rock-fill dam is a suitable structure made of rocks for lowering the output hydrograph and controlling floods in watershed management. On the basis of experimental data, numerical method, artificial neural network (ANN), and neural network-genetic algorithm (NNGA) approaches were applied for predicting flow through trapezoidal and rectangular rock-fill dams. Input parameters for this prediction were selected on the basis of sensitivity analysis. According to the results of the sensitivity analysis, the heights of water in the upstream and downstream sides of the dams were considered as the inputs of the models. The results indicated that the application of a genetic algorithm for optimization of ANN parameters improved the flow estimates. The Delta-Bar-Delta algorithm presented a better performance compared with the other learning algorithms for ANN models. Meanwhile, the NNGA models trained with the Momentum learning algorithm gave the best flow estimates. In general, the used approaches performed well in estimating flow through rock-fill dam; however, the numerical method showed superiority over the other methods.
publisherAmerican Society of Civil Engineers
titleNumerical Model and Computational Intelligence Approaches for Estimating Flow through Rockfill Dam
typeJournal Paper
journal volume17
journal issue4
journal titleJournal of Hydrologic Engineering
identifier doi10.1061/(ASCE)HE.1943-5584.0000446
treeJournal of Hydrologic Engineering:;2012:;Volume ( 017 ):;issue: 004
contenttypeFulltext


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