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When adding boundary conditions to the model you must first declare the type of the boundary you want to add. This is done as follows for a waterlevel timeseries:
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flowLeftBoundaryCondition = AddFlowBoundaryCondition(fmModel, leftBoundary.Name, FlowBoundaryQuantityType.WaterLevel, BoundaryConditionDataType.TimeSeries) flowTopBoundaryCondition = AddFlowBoundaryCondition(fmModel, topBoundary.Name, FlowBoundaryQuantityType.WaterLevel, BoundaryConditionDataType.TimeSeries) flowBottomBoundaryCondition = AddFlowBoundaryCondition(fmModel, bottomBoundary.Name, FlowBoundaryQuantityType.WaterLevel, BoundaryConditionDataType.TimeSeries) flowRightBoundaryCondition = AddFlowBoundaryCondition(fmModel, rightBoundary.Name, FlowBoundaryQuantityType.WaterLevel, BoundaryConditionDataType.TimeSeries) |
This can be now been seen on the map on top of the boundary :
Now we declare a timeseries as We continue by declaring start and end time of our timeseries (and model later on) and a list of [datetimeboundary, valueboundary condition] . To do this we need to import the datetime and time classes from the python datetime library.pairs.
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import Libraries.Wps as wps
startTime = datetime(2014,1,1, 12,0,0)
endTime = datetime(2014,1,12, 12,0,0)
boundaryConditionSets = [[leftBoundary,flowLeftBoundaryCondition],
[topBoundary,flowTopBoundaryCondition],
[bottomBoundary, flowBottomBoundaryCondition],
[rightBoundary, flowRightBoundaryCondition]] |
We go through the list call
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for boundaryConditionSet in boundaryConditionSets: # get timeseries for each support point using wps service timeSeries = wps.GetTidalPredictForLineString(boundaryConditionSet[0].Geometry, EPSGCode, startTime, endTime, wps.Frequency.Hourly) # add resultTimeSeries to support points for supportPointIndex in range(len(timeSeries)): resultTimeSeries = timeSeries[supportPointIndex] AddTimeSeriesToSupportPoint(fmModel, boundaryConditionSet[1], supportPointIndex, resultTimeSeries) |
The result can be viewed double clicking the boundary on the map and looking at the boundary conditions editor :
Here you can see that for the left boundary there is a waterlevel timeseries declared on the nodes 0 (LeftBoundary_0001), 2 (LeftBoundary_0003) and 5 (LeftBoundary_0006)
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