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Wave Overtopping Discharge

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Old   October 12, 2021, 21:39
Default Wave Overtopping Discharge
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Ismael Incoencio
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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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Old   October 13, 2021, 05:00
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Hans Bihs
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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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Old   October 15, 2021, 02:09
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Hmm, that's a good idea. I will have to research on this further. Thanks for the suggestion!
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Old   October 30, 2021, 18:30
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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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Old   November 1, 2021, 12:24
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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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Old   November 2, 2021, 04:34
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Thanks for the feedback; I will test it's usage and hopefully give you some useful feedback.
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