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October 12, 2021, 20:39 |
Wave Overtopping Discharge
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#1 |
Member
Ismael Incoencio
Join Date: Sep 2021
Posts: 45
Rep Power: 6 |
Just a quick question, what would be the best way to determine wave overtopping over a seawall (to be modelled as a solid)?
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October 13, 2021, 04:00 |
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#2 |
Super Moderator
Hans Bihs
Join Date: Jun 2009
Location: Trondheim, Norway
Posts: 377
Rep Power: 17 |
Maybe use a combination of a wave gage and velocity probe to calculate the dynamic discharge over the top of the breakwater or dam.
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October 15, 2021, 01:09 |
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#3 |
Member
Ismael Incoencio
Join Date: Sep 2021
Posts: 45
Rep Power: 6 |
Hmm, that's a good idea. I will have to research on this further. Thanks for the suggestion!
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October 30, 2021, 17:30 |
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#4 |
Member
Ismael Incoencio
Join Date: Sep 2021
Posts: 45
Rep Power: 6 |
Hi Hans, sorry quick question; I was looking at the other output options in P and noticed "P 67 * double x-location of discharge in cross section." Is the formulation of this such that it is only applicable for channelized flow and not wave overtopping?
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November 1, 2021, 11:24 |
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#5 |
Super Moderator
Hans Bihs
Join Date: Jun 2009
Location: Trondheim, Norway
Posts: 377
Rep Power: 17 |
Hi Ismael,
we have only tested P 67 for open channel flow, there is works. For waves or overtopping we have not used it. |
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November 2, 2021, 03:34 |
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#6 |
Member
Ismael Incoencio
Join Date: Sep 2021
Posts: 45
Rep Power: 6 |
Thanks for the feedback; I will test it's usage and hopefully give you some useful feedback.
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