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<font color="red"><font size=18>Page Under Construction</font></font>
Create a TUFLOW CATCH JSON file and use it to view the transfer from TUFLOW HPC to TUFLOW FV.
Review the TUFLOW CATCH interventions output summary. Create a TUFLOW CATCH JSON file to review how the treatment devices are removing pollutants.
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 '''Modelling\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>
▲Refer to <u>[[TUFLOW_CATCH_Tutorial_M01_Results_QGIS | TUFLOW CATCH Tutorial 101]]</u> for information on timeseries outputs.
==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 103]]</u> to create the JSON file, '''TC04_001.tuflow.catchjson'''. When selecting the 'Results', ensure that the following files are all selected:
*'''TC04_001_catchment_hydraulic.xmdf'''
*'''TC04_001_receiving_HD.nc'''
*'''TC04_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 '''Modelling\TUFLOWCatchTUFLOWCATCH\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_100MLWQ_PATH_ECOLI_ALIVE_CFU_100ML' as the result type. Update the symbology as needed.
<li>In the Temporal Controller dock, use the time slider to view the pathogen concentration results.pollutant Noticetransferring howfrom the ecolicatchment is(TUFLOW removedHPC) byinto the treatmentreceiving deviceswaters (TUFLOW FV). InThe areas'''TC04_001_receiving_mesh_check_R''' whereis thereused areto noshow interventions,where the pollutantTUFLOW concentrationsFV aredomain much higher (i.e. the eastern waterhole)begins.<br>
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{{Video|name=animation_TC4_results_01a.mp4|width=1432}}<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 '''Modelling\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>
</ol>
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