Changes between Version 110 and Version 111 of WikiStart


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Timestamp:
Sep 18, 2008, 12:52:40 AM (14 years ago)
Author:
ole
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  • WikiStart

    v110 v111  
    1010buildings. ANUGA is also capable of modelling hydraulic jumps due to the ability of the finite-volume method
    1111to accommodate discontinuities in the solution.
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    13 To set up a particular scenario the user specifies the geometry (bathymetry and topography), the initial water level
    14 (stage), boundary conditions such as tide or output from another model, and any forcing terms that may drive the system such as gravity, wind stress, rainfall or inflow from a hydrograph.
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