SIC^2: Simulation and Integration of Control for Canals
The QSCP method
The QSCP method is used to generate disturbances at the offtakes of type encountered on irrigation channels operating on demand (model developed using data provided by the Société du Canal de Provence).
* The parameters indicated define the min and max values
* Seed Qbase Qmax TMAXP IFLAGP ('PS',1X,(4(F10.0),I10))
PS=10. -0.350 -0.700 10. 1
* T01MIN T01MAX
PS=5.5 7.
* TM1MIN TM1MAX
PS=2.5 4.75
* TSMIN TSMAX
PS=1.5 4.5
* QP1MIN QP1MAX
PS=0.457 0.857
* Q02MIN Q02MAX
PS=0.267 0.508
* QP2MIN QP2MAX
PS=0.576 0.929
* T02MIN T02MAX
PS=14.25 16.75
* TM1MIN TM1MAX
PS=3.5 5.75