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Calculation of Drag Coefficient for Arrays of Emergent Circular Cylinders with Pseudofluid Model

Author
CHENG, Nian-Sheng1
[1] School of Civil and Environmental Engineering, Nanyang Technological Univ., Nanyang Avenue, Singapore 639798, Singapore
Source

Journal of hydraulic engineering (New York, N.Y.). 2013, Vol 139, Num 6, pp 602-611, 10 p ; ref : 3/4 p

CODEN
JHEND8
ISSN
0733-9429
Scientific domain
Civil engineering; Geology; Mechanical engineering
Publisher
American Society of Civil Engineers, Reston, VA
Publication country
United States
Document type
Article
Language
English
Author keyword
Apparent viscosity Cylinder Cylinders Drag (fluid dynamics) Drag coefficient Experimentation Open-channel flow Pseudofluid model Reynolds number Vegetation Viscosity
Keyword (fr)
Coefficient traînée Cours eau Cylindre circulaire Ecoulement canal découvert Hydraulique Modélisation Nombre Reynolds Rivière Réseau cylindre Viscosité apparente Végétation Zone humide
Keyword (en)
Drag coefficient Stream Circular cylinder Open channel flow Hydraulics Modeling Reynolds number Rivers Cylinder set Apparent viscosity Vegetation Wetland
Keyword (es)
Coeficiente resistencia aerodinámica Curso agua Cilindro circular Flujo canal descubierto Hidraúlica Modelización Número Reynolds Río Red cilindro Viscosidad aparente Vegetación Zona húmeda
Classification
Pascal
001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14L Hydraulic constructions / 001D14L01 General

Discipline
Building. Public works. Transport. Civil engineering
Origin
Inist-CNRS
Database
PASCAL
INIST identifier
27411806

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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