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contributor authorChao‐Lin Chiu
contributor authorGwo‐Fong Lin
contributor authorJyh‐Ming Lu
date accessioned2017-05-08T20:41:50Z
date available2017-05-08T20:41:50Z
date copyrightJune 1993
date issued1993
identifier other%28asce%290733-9429%281993%29119%3A6%28742%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23830
description abstractA new velocity‐distribution equation based on the probability and entropy concepts is recommended as an alternative to the existing, power law and universal law equations for pipe‐flow studies. With only two parameters, the new equation can represent the velocity distribution in the entire flow field in a pipe, regardless of whether the flow is laminar or turbulent, and whether the pipe is smooth or rough. An application of this new velocity distribution equation has led to new equations relating the friction factor to entropy. A statistical method is also presented to analyze and quantify the uncertainty in the computed velocity distribution due to uncertainties in the related parameters or variables.
publisherAmerican Society of Civil Engineers
titleApplication of Probability and Entropy Concepts in Pipe‐Flow Study
typeJournal Paper
journal volume119
journal issue6
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1993)119:6(742)
treeJournal of Hydraulic Engineering:;1993:;Volume ( 119 ):;issue: 006
contenttypeFulltext


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