Changes between Initial Version and Version 1 of Ticket #175
 Timestamp:
 Jun 21, 2007, 11:53:37 AM (16 years ago)
Legend:
 Unmodified
 Added
 Removed
 Modified

Ticket #175 – Description
initial v1 1 1 For 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. 2 an arbitrary cross section. The output, Q, would be a vector of flows for each stored timesteps. This was initially suggested by Rudy van Drie. 4 3 5 4 The function could be called as follows: … … 12 11 and 13 12 p_i = [x,y] 13 14 Q is a vector of flows with units [m^3/s] 14 15 }}} 15 16