Tutorial M10 005 Results QGIS - Revision history

Emilie Nielsen at 01:26, 15 August 2023

2023-08-15T01:26:14Z

← Older revision		Revision as of 11:26, 15 August 2023
Line 10:		Line 10:
	<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>
	[[File:Animation M10 005 Results 01.gif]]<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>
	[[File:Animation M10 005 Results 02.gif]]<br>
	</ol><br>		</ol><br>

Emilie Nielsen: /* Method */

2023-04-27T01:59:32Z

Method

← Older revision		Revision as of 11:59, 27 April 2023
Line 13:		Line 13:
	<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>
	[[File:Animation M10 005 Results 02.gif]]<br>		[[File:Animation M10 005 Results 02.gif]]<br>

Emilie Nielsen: /* Method */

2023-04-27T01:58:37Z

Method

← Older revision		Revision as of 11:58, 27 April 2023
Line 8:		Line 8:
	<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>
	[[File:Animation M10 005 Results 01.gif]]<br>		[[File:Animation M10 005 Results 01.gif]]<br>

Emilie Nielsen: /* Conclusion */

2023-04-13T01:21:38Z

Conclusion

← Older revision		Revision as of 11:21, 13 April 2023
Line 19:		Line 19:

	=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>

Pavlina Monhartova: /* Method */

2022-05-11T07:34:12Z

Method

← Older revision		Revision as of 17:34, 11 May 2022
Line 13:		Line 13:
	<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>
	[[File:Animation M10 005 Results 02.gif]]<br>		[[File:Animation M10 005 Results 02.gif]]<br>

ElizaCollison: Created page with "=Introduction= QGIS is used to view the water using Non-Newtonian fluids. The results are compared to Newtonian fluids from Tutorial_M10#Part_4_-_Boundary_Condition_Breac..."

2022-05-10T14:46:15Z

Created page with "=Introduction= QGIS is used to view the water using Non-Newtonian fluids. The results are compared to Newtonian fluids from Tutorial_M10#Part_4_-_Boundary_Condition_Breac..."

New page

=Introduction=
QGIS is used to view the water using Non-Newtonian fluids. The results are compared to Newtonian fluids from [[Tutorial_M10#Part_4_-_Boundary_Condition_Breach_Hydrograph |Part 4]]. For viewing of the 2D map results, see [[Tutorial_M01_Results_QGIS | Module 1]]. 
 

=Method=
Inspect water levels of the non-Newtownian outputs:
<ol>
<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: 
 
[[File:Animation M10 005 Results 01.gif]] 
 
<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: 
 
[[File:Animation M10 005 Results 02.gif]] 
</ol> 

=Conclusion=
:*The water level outputs of the Non-Newtonian fluid were inspected and compared to a Newtonian fluid from Part 4. 
 

{{Tips Navigation
|uplink=[[Tutorial_M10#Results_5| Back to Module 10 Main Page]]
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