Changes between Initial Version and Version 1 of Ticket #175


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Timestamp:
Jun 21, 2007, 11:53:37 AM (16 years ago)
Author:
ole
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  • Ticket #175 – Description

    initial v1  
    11For ANUGA to be used with flood modelling it will need a way to compute flow through
    2 an arbitrary cross section. The output, Q, would be a vector of flows [m^3/s] for
    3 each stored timesteps. This was initially suggested by Rudy van Drie.
     2an arbitrary cross section. The output, Q, would be a vector of flows for each stored timesteps. This was initially suggested by Rudy van Drie.
    43
    54The function could be called as follows:
    … …  
    1211and
    1312p_i = [x,y]
     13
     14Q is a vector of flows with units [m^3/s]
    1415}}}
    1516