Tutorial M10: Difference between revisions
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=Part 3 - 1D Piping Failure and 1D Dam Failure=
Dam breaks can be triggered by flow overtopping, as well as internal erosion (often called piping) when water seepages through the embankment forming a small flowpath. Simulate a 1D piping failure that transitions to a 1D dam failure - trapezoidal cross section failure using a 1D operational channel. <br>
'''Part 3 builds from the model created in <u>[[Tutorial_M10#Part_1_-_2D_Variable_Geometry_Time_Trigger | Part 1]].</u>'''<br>▼
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1D Piping Failure:<br>
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▲'''Part 3 builds from the model created in <u>[[Tutorial_M10#Part_1_-_2D_Variable_Geometry_Time_Trigger | Part 1]].</u>'''
== GIS Inputs ==
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