Fachinformationsdienst BAUdigital

A platform for research: civil engineering, architecture and urbanism

    Darcy-Weisbach versus Hazen-Williams: No Calm in West Palm

    New search for: Ormsbee, Lindell
    New search for: Walski, Tom

    Both the Darcy-Weisbach and Hazen-Williams equations are used by water professionals in the analysis of flows and pressures in water distribution systems. Using a debate format, this paper will examine the history and original underlying assumptions of both equations and then debate which equation is most appropriate under what conditions. In particular, the paper will examine the question: With the advent of modern computers, should the Hazen-Williams equation no longer be used in water distribution system analysis? The debate will provide both affirmative and negative positions.

    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

    Darcy-Weisbach versus Hazen-Williams: No Calm in West Palm

    New search for: Ormsbee, Lindell
    New search for: Walski, Tom

    Both the Darcy-Weisbach and Hazen-Williams equations are used by water professionals in the analysis of flows and pressures in water distribution systems. Using a debate format, this paper will examine the history and original underlying assumptions of both equations and then debate which equation is most appropriate under what conditions. In particular, the paper will examine the question: With the advent of modern computers, should the Hazen-Williams equation no longer be used in water distribution system analysis? The debate will provide both affirmative and negative positions.

    Access

    Check access
    Check availability in my library
    Order at Subito €

    Darcy-Weisbach versus Hazen-Williams: No Calm in West Palm

    New search for: Ormsbee, Lindell
    New search for: Walski, Tom

    Both the Darcy-Weisbach and Hazen-Williams equations are used by water professionals in the analysis of flows and pressures in water distribution systems. Using a debate format, this paper will examine the history and original underlying assumptions of both equations and then debate which equation is most appropriate under what conditions. In particular, the paper will examine the question: With the advent of modern computers, should the Hazen-Williams equation no longer be used in water distribution system analysis? The debate will provide both affirmative and negative positions.

    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:

    Darcy-Weisbach versus Hazen-Williams: No Calm in West Palm

    Contributors:

    Ormsbee, Lindell (author) / Walski, Tom (author)

    Conference:

    World Environmental and Water Resources Congress 2016 ; 2016 ; West Palm Beach, Florida

    Published in:

    World Environmental and Water Resources Congress 2016 ; 455-464

    Publication date:

    2016-05-16

    ISBN:

    9780784479865

    DOI:

    https://doi.org/10.1061/9780784479865.048

    Type of media:

    Conference paper

    Type of material:

    Electronic Resource

    Language:

    English

    Similar titles

    Modified Hazen-Williams and Darcy-Weisbach Equations for Friction and Local Head Losses along Irrigation Laterals

    Valiantzas, J. D. | British Library Online Contents | 2005

    Discussion of "Modified Hazen-Williams and Darcy-Weisbach Equations for Friction and Local Head Losses along Irrigation Laterals" by John D. Valiantzas

    Provenzano, G. / Palau-Salvador, G. / Bralts, V. F. | British Library Online Contents | 2007

    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

    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

    Hazen-Williams Coefficient-The Pipeline "C" Factor

    Bean, T. K. / Canning, M. E. / Rott, L. V. et al. | British Library Conference Proceedings | 2003

    Back to top