Virtual Flume
Ven Te Chow’s book “Open Channel Hydraulics” is arguably the gold-standard book for hydraulic engineers-especially those of us who model open channel flow.
As a follow up to the just-posted Critical Depth Primer, I want to share a trick for getting HEC-RAS to compute and display critical depth at every cross section for unsteady flow. As I mentioned in the previous post, if you are running a steady flow model, there is an option to have RAS compute critical depth everywhere. It is located in the steady flow analysis window, under Options…Critical Depth Output Option. This will tell RAS to compute critical depth everywhere, and if you have the critical depth elevation variable turned on in your output plot, you’ll see critical depth plotted at every cross section.
However…what if we want to have critical depth computed at every cross section for an UNSTEADY FLOW model? There is no such option in the unsteady flow analysis window. To make RAS compute critical depth everywhere in unsteady flow, you have to open up the steady flow analysis window, and select Options…Critical Depth Output Option (just like the figure above). Once you check the box, just close the steady flow analysis window without saving that steady flow plan. Then go to File…Save on the main RAS window. There you go. RAS will now compute critical depth everywhere for that unsteady flow plan.
Comments
Mike
on January 26, 2021Chris, is it possible to see critical depth results when running a 2D hec-ras model?
Chris Goodell
on February 3, 2021Hi Mike. Yes, you can add a Froude Number map. Values less than one will be sub-critical, values greater than one are supercritical.
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