Tutorial M10: Difference between revisions

<li>Save a copy of '''_run_M02_HPC.bat''' as '''_run_M10_HPC.bat''' in the '''Module_10\TUFLOW\runs''' folder.

<li>Update the batch file to reference the '''M10_5m_001.tcf''' :<br>

<font color="blue"><tt>'''set'''</tt></font> <font color="black"><tt>run</tt></font><font color="red"><tt>=</tt></font><font color="black"><tt>start "TUFLOW" /wait</tt></font> <font color="orange"><tt> %exe%</tt></font> <font color="black"><tt> -b</tt></font> <br>

<font color="orange"><tt>%run% </tt></font> <font color="black"><tt>M10_5m_001.tcf </tt></font> <br>

<li>Open '''_run_M10_HPC.bat''' in a text editor from the '''Module_10\TUFLOW\runs''' folder.

<li>Update the batch file to reference the '''M10_5m_002.tcf''' :<br>

<font color="blue"><tt>'''set'''</tt></font> <font color="black"><tt>run</tt></font><font color="red"><tt>=</tt></font><font color="black"><tt>start "TUFLOW" /wait</tt></font> <font color="orange"><tt> %exe%</tt></font> <font color="black"><tt> -b</tt></font> <br>

<font color="orange"><tt>%run% </tt></font> <font color="black"><tt>M10_5m_002.tcf </tt></font> <br>

:*An initial collapse to a depth of 3m occurs within 60 seconds.

:*Following the initial collapse the dam fails in a trapezoidal shape, with a side slope of 60 degrees, to a depth of 20 metres and a top width fully breached of 25 metres over a period of 0.5 hours. The top width fully breached can be set smaller than the 'Width_or_Dia' attribute if the maximum breach width does not reach the total width of the dam crest. <br>

 

===TUFLOW Estry Control File (ECF) ===

<li>Open '''_run_M10_HPC.bat''' in a text editor from the '''Module_10\TUFLOW\runs''' folder.

<li>Update the batch file to reference the '''M10_5m_003.tcf''' :<br>

<font color="blue"><tt>'''set'''</tt></font> <font color="black"><tt>run</tt></font><font color="red"><tt>=</tt></font><font color="black"><tt>start "TUFLOW" /wait</tt></font> <font color="orange"><tt> %exe%</tt></font> <font color="black"><tt> -b</tt></font> <br>

<font color="orange"><tt>%run% </tt></font> <font color="black"><tt>M10_5m_003.tcf </tt></font> <br>

<li>Open '''_run_M10_HPC.bat''' in a text editor from the '''Module_10\TUFLOW\runs''' folder.

<li>Update the batch file to reference the '''M10_5m_004.tcf''' :<br>

<font color="blue"><tt>'''set'''</tt></font> <font color="black"><tt>run</tt></font><font color="red"><tt>=</tt></font><font color="black"><tt>start "TUFLOW" /wait</tt></font> <font color="orange"><tt> %exe%</tt></font> <font color="black"><tt> -b</tt></font> <br>

<font color="orange"><tt>%run% </tt></font> <font color="black"><tt>M10_5m_004.tcf </tt></font> <br>

TUFLOW supports the modelling of Non-Newtonian fluids. It is a fluid that does not follow Newton's law of viscosity (i.e. constant viscosity independent of stress). The viscosity can change when under force to behave either more liquid or more solid. This can occur in a dam break due to the sediment contained within the dam. <br>

 

 

'''Part 5 builds from the model created in <u>[[Tutorial_M10#Part_4_-_Boundary_Condition_Breach_Hydrograph | Part 4]].</u>'''

<li>Open '''_run_M10_HPC.bat''' in a text editor from the '''Module_10\TUFLOW\runs''' folder.

<li>Update the batch file to reference the '''M10_5m_005.tcf''':<br>

<font color="blue"><tt>'''set'''</tt></font> <font color="black"><tt>run</tt></font><font color="red"><tt>=</tt></font><font color="black"><tt>start "TUFLOW" /wait</tt></font> <font color="orange"><tt> %exe%</tt></font> <font color="black"><tt> -b</tt></font> <br>

<font color="orange"><tt>%run% </tt></font> <font color="black"><tt>M10_5m_005.tcf </tt></font> <br>

:*TUFLOW log files and GIS layers were used to check the dam break was modelled correctly.

:*New bathymetry map output and 1D operational structure time series data were inspected.

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