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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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