Fachinformationsdienst BAUdigital

A platform for research: civil engineering, architecture and urbanism

    The History of the Darcy-Weisbach Equation for Pipe Flow Resistance

    New search for: Brown, Glenn O.

    The historical development of the Darcy-Weisbach equation for pipe flow resistance is examined. A concise examination of the evolution of the equation itself and the Darcy friction factor is presented from their inception to the present day. The contributions of Chézy, Weisbach, Darcy, Poiseuille, Hagen, Prandtl, Blasius, von Kármán, Nikuradse, Colebrook, White, Rouse and Moody are described.

    Access

    Check access
    Check availability in my library
    Order at Subito €

    Access

    Check access
    Check availability in my library
    Order at Subito €

    Page navigation

    Document information
    Similar titles

    Export, share and cite

    The History of the Darcy-Weisbach Equation for Pipe Flow Resistance

    New search for: Brown, Glenn O.

    The historical development of the Darcy-Weisbach equation for pipe flow resistance is examined. A concise examination of the evolution of the equation itself and the Darcy friction factor is presented from their inception to the present day. The contributions of Chézy, Weisbach, Darcy, Poiseuille, Hagen, Prandtl, Blasius, von Kármán, Nikuradse, Colebrook, White, Rouse and Moody are described.

    Access

    Check access
    Check availability in my library
    Order at Subito €

    The History of the Darcy-Weisbach Equation for Pipe Flow Resistance

    New search for: Brown, Glenn O.

    The historical development of the Darcy-Weisbach equation for pipe flow resistance is examined. A concise examination of the evolution of the equation itself and the Darcy friction factor is presented from their inception to the present day. The contributions of Chézy, Weisbach, Darcy, Poiseuille, Hagen, Prandtl, Blasius, von Kármán, Nikuradse, Colebrook, White, Rouse and Moody are described.

    Access

    Check access
    Check availability in my library
    Order at Subito €

    Access

    Check access
    Check availability in my library
    Order at Subito €

    Page navigation

    Document information
    Similar titles

    Export, share and cite

    Document information
    Title:

    The History of the Darcy-Weisbach Equation for Pipe Flow Resistance

    Contributors:

    Brown, Glenn O. (author)

    Conference:

    Environmental and Water Resources History Sessions at ASCE Civil Engineering Conference and Exposition 2002 ; 2002 ; Washington, D.C., United States

    Published in:

    Environmental and Water Resources History ; 34-43

    Publication date:

    2002-10-17

    ISBN:

    9780784406502

    DOI:

    https://doi.org/10.1061/40650(2003)4

    Type of media:

    Conference paper

    Type of material:

    Electronic Resource

    Language:

    English

    Keywords:

    Water resources , Darcy's law , Pipe flow , History , Equations of motion , Environmental engineering , Flow resistance

    Similar titles

    The History of the Darcy-Weisbach Equation for Pipe Flow Resistance

    Brown, G. O. / Environmental and Water Resources Institute | British Library Conference Proceedings | 2002

    Explicit Power Formula for the Darcy-Weisbach Pipe Flow Equation: Application in Optimal Pipeline Design

    Valiantzas, J.D. | British Library Online Contents | 2008

    Interpolation between Darcy–Weisbach and Darcy for laminar and turbulent flows

    Hogarth, W. L. / Parlange, J. Y. / Rose, C. W. et al. | British Library Online Contents | 2005

    MANNINGS VERSUS DARCY WEISBACH LAW FOR FLOOD MODELLING IN RIVERS

    Pasche, E. / International Association of Hydraulic Engineering and Research / Consorzio per la Gestione del Centro di Coordinamento delle Ricerche Inerenti il Sistema Lagunare di Venezia | British Library Conference Proceedings | 2007

    Closed-Form Solutions of the Energy Balance Equation for Drip Laterals under the Darcy-Weisbach Resistance Formula

    Baiamonte, Giorgio | British Library Online Contents | 2018

    Back to top