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Set up, run, and review the results of an extended period calibration to calibrate pipe roughness for a pressure zone over time.
Tutorial resources
These downloadable resources will be used to complete this tutorial:
In InfoWater Pro, an extended period calibration consists of correlating known extended period field data with an extended period simulation. The difference between an extended period and a steady state calibration is that the times at which field measurements were acquired can be entered. Thus, a model can be calibrated over a series of timesteps, rather than at one point in time.
This example calibrates pipe roughness for a pressure zone for an extended period.
With a project open and initialized, and a simulation run completed for the scenario, set up an extended period calibration run for the active scenario:
The PIPE_GROUP is already created for this example and consists of four pipe groups of varying sizes in the model.
In this tab, ranges for pipe roughness coefficients can be specified.
The increment for the calibration from Min to Max is determined by Levels (each increment = [Max-Min] divided by Levels).
Next, set up the different times and data for the EPS calibration:
In this tab, known field-measured pressures can be entered for specific junction nodes at different times across the distribution system.
For this example, set up the first 6 rows of the table as follows:
In this tab, known field-measured flow can be entered for specific links (pipes, valves, pumps) at different times across the distribution system.
Set the following for the first 3 rows in the table:
In this tab, known field levels can be entered for specified tanks at different times across the distribution system.
Set the following for the first 3 rows in the table:
Now, run the calibration simulation:
For an extended period calibration simulation, it is normal for the success indicator to turn green before the Trial Progress has completed.
The graph shows the correlation between observed and simulated pressure.