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    Renyi Entropy and Random Walk Hypothesis to Study Suspended Sediment Concentration

    Source: Journal of Hydrologic Engineering:;2017:;Volume ( 022 ):;issue: 008
    Author:
    Manotosh Kumbhakar
    ,
    Koeli Ghoshal
    ,
    Vijay P. Singh
    DOI: 10.1061/(ASCE)HE.1943-5584.0001546
    Publisher: American Society of Civil Engineers
    Abstract: Sediment concentration in open channels is fundamental to modeling sediment and pollutant transport. This study employs Renyi entropy for deriving the vertical distribution of suspended sediment concentration in open-channel flow. The derivation maximizes entropy by invoking the principle of maximum entropy, which selects the least-biased probability distribution out of many probability distributions that satisfy a given set of constraints. By considering point source release of sediment particles along with the assumption that the movement of sediment particles follow a nonlinear differential equation, the concentration distribution of suspended sediment is also investigated using a random walk hypothesis. The distribution obtained here is found to be similar to that obtained using entropy. The distribution is evaluated with experimental and field observations and good agreement is observed between computed and measured data. An error analysis is carried out to support the results and the relative root-mean-square error varies from 0.125 to 0.872 for experimental and from 0.141 to 0.510 for field data. Comparison with another entropy-based distribution shows higher accuracy of the proposed distribution.
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      Renyi Entropy and Random Walk Hypothesis to Study Suspended Sediment Concentration

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4239199
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    contributor authorManotosh Kumbhakar
    contributor authorKoeli Ghoshal
    contributor authorVijay P. Singh
    date accessioned2017-12-16T09:08:56Z
    date available2017-12-16T09:08:56Z
    date issued2017
    identifier other%28ASCE%29HE.1943-5584.0001546.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4239199
    description abstractSediment concentration in open channels is fundamental to modeling sediment and pollutant transport. This study employs Renyi entropy for deriving the vertical distribution of suspended sediment concentration in open-channel flow. The derivation maximizes entropy by invoking the principle of maximum entropy, which selects the least-biased probability distribution out of many probability distributions that satisfy a given set of constraints. By considering point source release of sediment particles along with the assumption that the movement of sediment particles follow a nonlinear differential equation, the concentration distribution of suspended sediment is also investigated using a random walk hypothesis. The distribution obtained here is found to be similar to that obtained using entropy. The distribution is evaluated with experimental and field observations and good agreement is observed between computed and measured data. An error analysis is carried out to support the results and the relative root-mean-square error varies from 0.125 to 0.872 for experimental and from 0.141 to 0.510 for field data. Comparison with another entropy-based distribution shows higher accuracy of the proposed distribution.
    publisherAmerican Society of Civil Engineers
    titleRenyi Entropy and Random Walk Hypothesis to Study Suspended Sediment Concentration
    typeJournal Paper
    journal volume22
    journal issue8
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)HE.1943-5584.0001546
    treeJournal of Hydrologic Engineering:;2017:;Volume ( 022 ):;issue: 008
    contenttypeFulltext
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