Friction factor power law with equivalent log law, of a turbulent fully developed flow, in a fully smooth pipe

被引:5
作者
Afzal, Noor [1 ]
Seena, Abu [2 ]
Bushra, A. [3 ]
机构
[1] Engn Acad, 7540 Tiptoe Ln, Cupertino, CA 95104 USA
[2] 55 East Monroe St, Chicago, IL 60603 USA
[3] 19333 Apple Vallco Pkwy, Cupertino, CA 95104 USA
来源
ZEITSCHRIFT FUR ANGEWANDTE MATHEMATIK UND PHYSIK | 2023年 / 74卷 / 04期
关键词
Turbulent flow for fully smooth pipe flow; Open Reynolds mean momentum equations; Matched asymptotic; expansions; Friction factor power law equivalence with log law at a point; Extended log law theory to general order; That data and second-order log law; A century of turbulence in fluid mechanics; Blasius (1913) power law 1/4 empirical friction factor; DIRECT NUMERICAL-SIMULATION; VELOCITY PROFILES;
D O I
10.1007/s00033-023-01997-9
中图分类号
O29 [应用数学];
学科分类号
070104 ;
摘要
Over the past century, Blasius (Forschungsheft 131:1-41, 1913) gave empirical power law friction factors ? = 0.3164 Re-1/4 for a turbulent pipe flow and later work published other empirical values of power law indexes. The present work deals with open Reynolds momentum equations by matched asymptotic expansions for large Reynolds number. In the overlap region, a rational dual solutions have power law and log law velocities and friction factor. If outer layer flow is neglected, the power-law friction factor becomes ? = mRe(-n) in a pipe flow, with power law index n(Re) and prefactor m(Re). Further, tangent at a point on power law envelop gives log law at that point. Thus for each value of power index n with prefactor m, the power law theory holds at a point. As an engineering practice, power law at one point is often used in a limited domain of Reynolds number, which compares in that range with experimental and DNS data reported in the literature. The friction factor log law to higher order has been proposed and the second-order effect compares well for lower Reynolds numbers in an entire range of Reynolds numbers for a turbulent pipe flow.
引用
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页数:13
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