An attempt at using the entropy approach to predict the transverse distribution of boundary shear stress in open channel flow
By M. Sterling, D. Knight. 2002
66 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Computational Mechanics
View Paper: https://www.semanticscholar.org/paper/4e45e15ab3a5df39214b842a419252e96fd43db1
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In Civil and Structural Engineering
In Computational Mechanics
Citations in the corpus
- Comparison between Shannon and Tsallis entropies for prediction of shear stress distribution in open channels (2014, methodology): “2 Shear stress distribution model 2.1 Shannon entropy Sterling and Knight (2002) used the Lagrange coefficient to maximize the Shannon entropy and introduce an equation to predict shear stress as follows: s ¼ 1 k 1þ eksmax 1 y L ; ð1Þ where s is the local boundary shear stress, smax the maximum…”