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dc.creatorSingh, Vijay P.
dc.creatorMarini, Gustavo
dc.creatorFontana, Nicola
dc.date.accessioned2017-10-18T16:57:40Z
dc.date.available2017-10-18T16:57:40Z
dc.date.issued2013
dc.identifier.citationwww.mdpi.com/journal/entropyen
dc.identifier.urihttps://hdl.handle.net/1969.1/164641
dc.description.abstractThe one-dimensional (1D) power law velocity distribution, commonly used for computing velocities in open channel flow, has been derived empirically. However, a multitude of problems, such as scour around bridge piers, cutoffs and diversions, pollutant dispersion, and so on, require the velocity distribution in two dimensions. This paper employs the Shannon entropy theory for deriving the power law velocity distribution in two-dimensions (2D). The development encompasses the rectangular domain, but can be extended to any arbitrary domain, including a trapezoidal domain. The derived methodology requires only a few parameters and the good agreement is confirmed by comparing the velocity values calculated using the proposed methodology with values derived from both the 1D power law model and a logarithmic velocity distribution available in the literature.en
dc.language.isoen_US
dc.subjectentropyen
dc.subjectflow measurementen
dc.subjectopen-channel flowen
dc.subjectshannon entropyen
dc.subjectstreamflowen
dc.subjectvelocity distributionen
dc.titleDerivation of 2D Power-Law Velocity Distribution Using Entropy Theoryen
dc.typeArticleen
local.departmentBiological and Agricultural Engineering (College of Agriculture and Life Sciences)en
dc.identifier.doi10.3390/e15041221


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