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Minor Losses http://www.fluidon.com/index.php?id=392[4/13/2015 12:29:30 PM] Home Software Services Applications News & Events Support Downloads Company © 2015 FLUIDON GmbH Services Knowledge Base Network Pressure Losses Hydraulic Line Resonance Pulsation Dampers Water Hammer Simulation Engineering Services Simulation Services Program Services Workshops Search Common Data privacy statement Impressum / Disclaimer Contact Sitemap Login Username: Password: Forgot your password? Friction Losses Minor Losses Although they often account for a major portion of the total pressure loss, the additional losses due to entries and exits and fittings are traditionally referred to as minor losses. These losses represent additional energy dissipation in the flow, usually caused by secondary flows induced by curvature or recirculation. The coefficient of flow resistance is defined as the ratio of the total energy lost over the given segment to the kinetic energy in the section. For the case of uniform distribution of static pressure and density over the segment but which are variable along the flow the coefficient is: Flow resistance coefficients can be expressed in terms of the upstream or downstream velocity of the component. In DSHplus the base area for all flow resistances based on the smallest cross sectional area of the component hence the largest velocity. As a consequence of the strong dependence of resistance coefficients onto specific component geometry, there are many different equations available to calculate such resistance coefficients. Although DSHplus is offering several basic elements the program can not cover all possibly required geometries. For this reason DSHplus is providing template components that can easily be adapted to the user's specific geometry. However, using such resistance components in a series connection, to model one owns network or flow channel topology, it has to be noted, that in real world applications there are interactions between the different geometry sections. Such interactions are not automatically covered by the minor resistances components. Impressions of Click here for images Click here for presentations

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  • Minor Losses

    http://www.fluidon.com/index.php?id=392[4/13/2015 12:29:30 PM]

    Home Software Services Applications News & Events Support Downloads Company

    2015 FLUIDON GmbHServices

    Knowledge Base

    Network Pressure Losses

    Hydraulic Line Resonance

    Pulsation Dampers

    Water Hammer Simulation

    Engineering Services

    Simulation Services

    Program Services

    Workshops

    Search

    Common

    Data privacy statement

    Impressum / Disclaimer

    Contact

    Sitemap

    Login

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    Password:

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    Friction Losses Minor Losses

    Although they often account for a major portion of the total pressure loss, the additional losses due to entries and exits and fittings are traditionally referred to as minor losses.

    These losses represent additional energy dissipation in the flow, usually caused by secondary flows induced by curvature or recirculation.

    The coefficient of flow resistance is defined as the ratio of the total energy lost over the given segment to the kinetic energy in the section.

    For the case of uniform distribution of static pressure and density over the segment but which are variable along the flow the coefficient is:

    Flow resistance coefficients can be expressed in terms of the upstream or downstream velocity of the component. In DSHplus the base area for all flow resistances based on the smallest cross sectional area of the component hence the largest velocity.

    As a consequence of the strong dependence of resistance coefficients onto specific component geometry, there are many different equations available to calculate such resistance coefficients. Although DSHplus is offering several basic elements the program can not cover all possibly required geometries. For this reason DSHplus is providing template components that can easily be adapted to the user's specific geometry.

    However, using such resistance components in a series connection, to model one owns network or flow channel topology, it has to be noted, that in real world applications there are interactions between the different geometry sections. Such interactions are not automatically covered by the minor resistances components.

    Impressions of

    Click here for images

    Click here for presentations

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