FM Tute M01 QGIS 1D2D Code: Difference between revisions
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Andrew.Sims (talk | contribs) Created page with "=Introduction= In this section we will deactivate the 2D cells where the 1D Flood Modeller component is replacing the 2D solution. The deactivated 2D area should be the same a..." |
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<li> Observe how the code polygon has been digitised downstream of FC01.11. In this case, no code polygon has been defined over the embankment. This is because overtopping of the embankment will be modelled in the 2D TUFLOW component of the model. This is why there are additional HX boundary polylines at the upstream and downstream faces of the embankment. |
<li> Observe how the code polygon has been digitised downstream of FC01.11. In this case, no code polygon has been defined over the embankment. This is because overtopping of the embankment will be modelled in the 2D TUFLOW component of the model. This is why there are additional HX boundary polylines at the upstream and downstream faces of the embankment. |
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<li>Save the fild in preparation for reading in TUFLOW.</li> |
<li>Save the fild in preparation for reading in TUFLOW.</li> |
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Please return to the Flood Modeller Tutorial Model module 1 page [[Flood_Modeller_Tutorial_Module01#Modify_Simulation_Control_Files|here]]. |
Please return to the Flood Modeller Tutorial Model module 1 page [[Flood_Modeller_Tutorial_Module01#Modify_Simulation_Control_Files|here]]. |
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Revision as of 21:03, 21 October 2016
Introduction
In this section we will deactivate the 2D cells where the 1D Flood Modeller component is replacing the 2D solution. The deactivated 2D area should be the same as the area modelled in 1D. This is to ensure that the storage removed from the 2D component of the model is equal to the storage modelled in the 1D component of the model.
Method
Please return to the Flood Modeller Tutorial Model module 1 page here.