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contributor authorFrancesco Macchione
contributor authorAntonella Rino
date accessioned2017-05-08T20:45:58Z
date available2017-05-08T20:45:58Z
date copyrightDecember 2008
date issued2008
identifier other%28asce%290733-9429%282008%29134%3A12%281697%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26419
description abstractA sensitivity analysis of the model presented in the companion paper is made and, on the basis of the results a criterion is proposed for the choice of values to assign to the side slopes of the breach, in order to use the model for prediction. Moreover, the sensitivity analysis shows that the outflow hydrograph and its peak value depend not only on the dam height and the stored volume, but also on the vertical distribution of the water mass in the reservoir. The model is compared with some previously published methods and the disadvantages, limitations, and errors that can be made using parametric models and predictive equations are pointed out. Finally, easy to use equations interpolating the numerical results of the model are provided that predict not only the peak discharge but the whole outflow hydrograph for overtopping failures.
publisherAmerican Society of Civil Engineers
titleModel for Predicting Floods due to Earthen Dam Breaching. II: Comparison with Other Methods and Predictive Use
typeJournal Paper
journal volume134
journal issue12
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2008)134:12(1697)
treeJournal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 012
contenttypeFulltext


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