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A power-law approximation of the turbulent flow friction factor useful for the design and simulation of urban water networks

Author
KOUTSOYIANNIS, D1
[1] Department of Water Resources, School of Civil Engineering, National Technical University of Athens, Athens, Greece
Source

Urban water journal. 2008, Vol 5, Num 2, pp 107-115, 9 p ; ref : 3/4 p

ISSNNV
1573-062X
Scientific domain
Civil engineering; Pollution
Publisher
Taylor & Francis, Basingstoke
Publication country
United Kingdom
Document type
Article
Language
English
Author keyword
Colebrook-White equation Darcy-Weisbach equation Manning equation friction factor pipe flow power law urban water networks
Keyword (fr)
Ecoulement conduite Ecoulement turbulent Equation Erreur Etude comparative Formulation Loi puissance Modélisation Réseau adduction eau Zone urbaine
Keyword (en)
Pipe flow Turbulent flow Equation Error Comparative study Formulation Power law Modeling Water supply system network Urban area
Keyword (es)
Flujo conducción Flujo turbulento Ecuación Error Estudio comparativo Formulación Ley poder Modelización Red aducción agua Zona urbana
Classification
Pascal
001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14C Structural analysis. Stresses / 001D14C03 Computation methods. Tables. Charts

Pascal
001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14J Water supply. Pipings. Water treatment / 001D14J03 Distribution. Storage

Discipline
Building. Public works. Transport. Civil engineering
Origin
Inist-CNRS
Database
PASCAL
INIST identifier
20297554

Sauf mention contraire ci-dessus, le contenu de cette notice bibliographique peut être utilisé dans le cadre d’une licence CC BY 4.0 Inist-CNRS / Unless otherwise stated above, the content of this bibliographic record may be used under a CC BY 4.0 licence by Inist-CNRS / A menos que se haya señalado antes, el contenido de este registro bibliográfico puede ser utilizado al amparo de una licencia CC BY 4.0 Inist-CNRS

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