Difference between revisions of "Tutorial M10 005 Results QGIS"
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<li>Open the TUFLOW Viewer. | <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 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> | + | <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> | <br> | ||
| − | + | {{Video|name=Animation_M10_005_Results_01.mp4|width=1230}}<br> | |
<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>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> | + | <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> | <br> | ||
| − | + | {{Video|name=Animation_M10_005_Results_02.mp4|width=1230}}<br> | |
</ol><br> | </ol><br> | ||
=Conclusion= | =Conclusion= | ||
| − | :*The water level outputs of the Non-Newtonian fluid were inspected and compared to a Newtonian fluid from Part 4.<br> | + | :*The water level outputs of the Non-Newtonian fluid were inspected and compared to a Newtonian fluid from Part 4. |
| + | :*For further functionality, see <u>[[TUFLOW_Viewer | TUFLOW Viewer]]</u>.<br> | ||
<br> | <br> | ||
Latest revision as of 11:26, 15 August 2023
Introduction
QGIS is used to view the water using Non-Newtonian fluids. The results are compared to Newtonian fluids from Part 4. For viewing of the 2D map results, see Module 1.
Method
Inspect water levels of the non-Newtownian outputs:
- Open the TUFLOW Viewer.
- Select File > Load Results. Navigate to the Module_10\TUFLOW\runs and open both M10_5m_004.tcf and M10_5m_005.tcf.
- 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:
- 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.
- 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:
Conclusion
- The water level outputs of the Non-Newtonian fluid were inspected and compared to a Newtonian fluid from Part 4.
- For further functionality, see TUFLOW Viewer.
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