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Showing 1 to 5 of 5 for “"Dam-break problem"”.

  1. Implementation of the phase field method with the Immersed Boundary Method for application to wave energy converters

    Jain, Sahaj SunilVirginia Tech2023

    … shear flow, Rayleigh Taylor instability, and the Dam Break Problem is carried out. This development is then coupled with the present Immersed Boundary Module which is used to simulate the presence of moving bodies and again verified against test cases, such as the Dam Break problem with a vertical …

    vt Repository record

  2. Numerical Solution of the One-dimensional and Cylindrical Serre Equations for Rapidly Varying Free Surface Flows

    Zoppou, Christopher2014

    … for example, from; rapid reservoir releases, dam-breaks, mud slides, tidal bores, storm surges, tsunamis and flows over variable topography, are characterized by abrupt changes in the water surface. These changes produce vertical acceleration of the fluid particles. These vertical …

    aus-cath Repository record

  3. Numerical Solution of the One-dimensional and Cylindrical Serre Equations for Rapidly Varying Free Surface Flows

    Zoppou, Christopher2014

    … for example, from; rapid reservoir releases, dam-breaks, mud slides, tidal bores, storm surges, tsunamis and flows over variable topography, are characterized by abrupt changes in the water surface. These changes produce vertical acceleration of the fluid particles. These vertical …

    anu Repository record

  4. AN EMPIRICAL STUDY OF FLOOD WAVE IMPACT PRESSURES TO DETERMINE THE EFFECTIVENESS OF NEW SEAWALL DESIGNS USING A DAM-BREAK APPROACH

    Adegoke, PBLiverpool John Moores University2014

    … Tank (LCWT) with water release gate mechanism (dam-break method) was primarily designed and constructed for this purpose. Apart from the smooth surface wall model, geo-grid materials of varying textures and grit sizes have been used to model different degrees of surface roughness with each model …

    liverpool-jm Repository record

  5. Θραύση λιθορρίπτων φραγμάτων λόγω υπερχείλισης: [υπό] Νικολάου Κ. Σφακιανάκη

    Σφακιανάκης, ΝικόλαοςAristotle University Of Thessaloniki (AUTH)1987

    THIS IS AN EXPERIMENTAL STUDY OF THE PROGRESSIVE BREAKING OF THE EMBANKMENT OF A ROCKFILL DAM DUE TO OVERTOPPING. OVERTOPPING IS BROUGHT ABOUT BY ADDING AN INITIAL DISCHARGE TO THE DAM'S RESERVOIR. THE DISCHARGE VARIATION WITH TIME DOWNSTREAM IS OBTAINED FOR VARIOUS VALUES OF THE INITIAL DISCHARGE. …

    greece Repository record