Tutorial M10 005 Results QGIS: Difference between revisions

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<li>Open the TUFLOW Viewer.
<li>Select File > Load Results. Navigate to the '''Module_10\TUFLOW\runs''' and open both '''M10_5m_004.tcf''' and '''M10_5m_005.tcf'''.
<li>Select the 'Water Level' map output type in the Result Type panel and toggle on 'Maximum'. Inspect the difference in water levels between '''M10_5m_004''' and '''M10_5m_005''':<br>
<br>
{{Video|name=Animation_M10_005_Results_01.mp4|width=1230}}<br>
[[File:Animation M10 005 Results 01.gif]]<br>
<br>
<li>Use the Plot Cross Section tool to see the cross section of the water level and bed level at the the edge of the flood extent.
<li>Compare the '''M10_5m_004''' and '''M10_5m_005''' results. The curvature of water level in '''M10_5m_005''' demonstrates the Non-Newtonian fluid qualities. The viscosity of the fluid has changed, becoming more solid, due to the shear force as the fluid moves down the catchment:<br>
<br>
{{Video|name=Animation_M10_005_Results_02.mp4|width=1230}}<br>
[[File:Animation M10 005 Results 02.gif]]<br>
</ol><br>
 
=Conclusion=
:*The water level outputs of the Non-Newtonian fluid were inspected and compared to a Newtonian fluid from Part 4.<br>
:*For further functionality, see <u>[[TUFLOW_Viewer | TUFLOW Viewer]]</u>.<br>
<br>