TUFLOW CATCH Tutorial M04 Results QGIS: Difference between revisions

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<font color="red"><font size=18>Page Under Construction</font></font>
== Introduction ==
Review the TUFLOW CATCH interventions output summary. Create a TUFLOW CATCH JSON file and use it to review howview the treatmenttransfer devicesfrom areTUFLOW HPC removingto TUFLOW pollutantsFV.
 
Refer to <u>[[TUFLOW_CATCH_Tutorial_M01_Results_QGIS | TUFLOW CATCH Tutorial 1]]</u> for information on timeseries outputs.
 
== TUFLOW CATCH Interventions Output Summary ==
Review the interventions summary:
<ol>
<li> In Windows File Explorer, navigate to the '''TUFLOWCatch\results''' folder and open '''TC04_001_catchment_hydraulic_intervention_summary.csv'''.
<li> This file contains final cumulative flows, masses entering and masses removed for all intervention devices and pollutants. All output masses are in grams.<br>
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[[File: image of summary with arrows pointing to devices and pollutants]]<br>
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<li> bufferStrip1 has no paddocks near it, and therefore has no pathogen masses entering or being removed.
<li> If the removed mass is divided by the cumulative mass, the resulting value represents either the removal constant (if a constant removal equation was used), or the average removal performance (if a table removal method was used). For example, in trench1, the removal performance for SED_CLAY is calculated by: rem SED_CLAY [g] / cum SED_CLAY [g] = 0.4. This matches the removal constant defined in the .tcc. In contrast, bufferStrip1 uses a table removal method for SED_CLAY, resulting in: rem SED_CLAY [g] / cum SED_CLAY [g] = 0.999. This shows that bufferStrip1 removed significantly more clay than trench1. The graph below demonstrates this calculation for each pollutant across all the treatment devices: <br>
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[[File: image as described above. eg in onenote]]<br>
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<li><font color=red>other things to show?</font>
</ol>
 
==Create JSON File==
Follow the steps outlined in <u>[[TUFLOW_CATCH_Tutorial_M02_Results_QGISTUFLOW_CATCH_Tutorial_M03_Results_QGIS#Create_JSON_File | TUFLOW CATCH Tutorial 13]]</u> to create the JSON file, '''TC04_001.tuflow.catch'''. When selecting the 'Results', ensure that the following files are all selected:
*'''TC04_001_catchment_hydraulicTC03_001_catchment_hydraulic.xmdf'''
*'''TC04_001_receiving_HDTC03_001_receiving_HD.nc'''
*'''TC04_001_receiving_WQTC03_001_receiving_WQ.nc'''
 
==TUFLOW CATCH Map Outputs ==
Review the TUFLOW CATCH map outputs using the JSON file:
<ol>
<li>In Windows File Explorer, navigate to the '''TUFLOWCatch\results''' folder and drag and drop '''TC04_001.tuflow.json''' into QGIS. Hit F7 to open the Layer Styling panel.
<li>In the Layer Styling panel, select 'Conc WQ_PATH_ECOLI_ALICE_100MLSED_CLAY' as the result type. Update the symbology as needed.
<li>In the Temporal Controller dock, use the time slider to view the pathogenpollutant concentrationtransferring results. Notice howfrom the ecolicatchment is(TUFLOW removedHPC) byinto the treatmentreceiving deviceswaters (TUFLOW FV). InThis areasconnection whereis thereparticularly areclear no interventions,through the pollutantwestern concentrationsupstream are much higher (i.e. the eastern waterhole)culvert.
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{{Video|name=}}<br>
</ol>
 
Use the TUFLOW Viewer to review the TUFLOW HPC map outputs:
<ol>
<li>Open TUFLOW Viewer from the TUFLOW Plugin toolbar and open the simulation results. Select File > Load Results - Map Outputs. Navigate to the '''TUFLOWCatch\results''' folder and select '''TC04_001_catchment_hydraulic.xmdf'''.
<li>In the TUFLOW Viewer panel, select 'Conc SED_CLAY'. For consistency, the same symbology as the JSON has been applied in the video below.
<li>Zoom in to bufferStrip1. Use the Plot Time Series tool (from Map Multi) to place a point on either side of the device to see how bufferStrip1 is removing the sediment.
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{{Video|name=}}<br>
<li>Using the same process as above, observe the mass removal occurring at the other devices.
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{{Video|name=}}<br>
<li><font color=red>will have a couple examples of the transfer in the video, but should I mention anything else ?</font>
</ol>
 
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