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    Neural Networks for Estimation of Scour Downstream of a Ski-Jump Bucket

    Source: Journal of Hydraulic Engineering:;2005:;Volume ( 131 ):;issue: 010
    Author:
    H. Md. Azmathullah
    ,
    M. C. Deo
    ,
    P. B. Deolalikar
    DOI: 10.1061/(ASCE)0733-9429(2005)131:10(898)
    Publisher: American Society of Civil Engineers
    Abstract: The estimation of scour downstream of a ski-jump bucket has remained inconclusive, despite analysis of numerous prototypes as well as hydraulic model studies in the past. It is partly due to the complexity of the phenomenon involved and partly because of limitations of the traditional analytical tool of statistical regression. This paper addresses the latter part and presents an alternative to the regression in the form of neural networks. The depth of the scour hole developed along with its width and length is predicted using neural network models. A network architecture complete with trained values of connection weight and bias and requiring input of grouped parameters pertaining to discharge head, tail water channel depth, bucket radius, lip angle, and median sediment size is recommended in order to predict the depth, the location of maximum scour, as well as the width of scour hole. The neural network predictions have been compared with traditional statistical schemes. Although the common and simple feed forward back propagation network took a very long time to train as compared to some advanced schemes, it was found to impart equally reliable training as the latter. Use of causative variables in grouped forms was found to be more rewarding than that of their raw forms probably due to lesser scaling effect.
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      Neural Networks for Estimation of Scour Downstream of a Ski-Jump Bucket

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    http://yetl.yabesh.ir/yetl1/handle/yetl/25822
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    contributor authorH. Md. Azmathullah
    contributor authorM. C. Deo
    contributor authorP. B. Deolalikar
    date accessioned2017-05-08T20:44:59Z
    date available2017-05-08T20:44:59Z
    date copyrightOctober 2005
    date issued2005
    identifier other%28asce%290733-9429%282005%29131%3A10%28898%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25822
    description abstractThe estimation of scour downstream of a ski-jump bucket has remained inconclusive, despite analysis of numerous prototypes as well as hydraulic model studies in the past. It is partly due to the complexity of the phenomenon involved and partly because of limitations of the traditional analytical tool of statistical regression. This paper addresses the latter part and presents an alternative to the regression in the form of neural networks. The depth of the scour hole developed along with its width and length is predicted using neural network models. A network architecture complete with trained values of connection weight and bias and requiring input of grouped parameters pertaining to discharge head, tail water channel depth, bucket radius, lip angle, and median sediment size is recommended in order to predict the depth, the location of maximum scour, as well as the width of scour hole. The neural network predictions have been compared with traditional statistical schemes. Although the common and simple feed forward back propagation network took a very long time to train as compared to some advanced schemes, it was found to impart equally reliable training as the latter. Use of causative variables in grouped forms was found to be more rewarding than that of their raw forms probably due to lesser scaling effect.
    publisherAmerican Society of Civil Engineers
    titleNeural Networks for Estimation of Scour Downstream of a Ski-Jump Bucket
    typeJournal Paper
    journal volume131
    journal issue10
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2005)131:10(898)
    treeJournal of Hydraulic Engineering:;2005:;Volume ( 131 ):;issue: 010
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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