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dc.contributor.authorMartins Patricia Diniz;Poleto Cristiano
dc.date.accessioned2019-02-26T07:56:25Z
dc.date.available2019-02-26T07:56:25Z
dc.date.issued2018
dc.identifier.other%28ASCE%29EE.1943-7870.0001325.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4250410
dc.description.abstractBecause of the relation between water quality and sediment quantity, the quantification of sediments in rivers and open channels is of utmost importance. This paper applies the theory of entropy to determine sediment concentration. A major limitation in applying the theory of entropy is the large number of parameters used in the model. To solve the equations, several parameters must be modeled. To reduce empiricism, it is important to know the behavior of the model parameters regarding the factors that could influence sediment concentration. Therefore this paper finds the existing relation of the parameter Ƨ with the granulometry and flow depth. Functions are presented according to the particle diameter. The results are satisfactory for different particle sizes and concentrations. This paper obtains smaller errors than other works. This technique is promising because it allows sample reduction to determine sediment concentration and can be performed in different flow conditions.
dc.publisherAmerican Society of Civil Engineers
dc.titleEntropy for Determination of Suspended Sediment Concentration: Parameter Related to Granulometry
dc.typeJournal Paper
dc.journal.volume144
dc.journal.issue3
dc.journal.titleJournal of Environmental Engineering
dc.identifier.doi10.1061/(ASCE)EE.1943-7870.0001325
dc.page4017111
dc.treeJournal of Environmental Engineering:;2018:;Volume ( 144 ):;issue: 003
dc.contenttypeFulltext


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