shai Asher CAMERI

Hi, When I apply acceleration factor >1, are the output variables Net and gross sediment transport multiplied by the factor? or are the 'original' values given? thanks, Shai

Hi,<br> <br> I've been generating Q3D tables for a certain case study.<br> sometimes the calculation rate is ~2000points/sec and sometimes its 200points/sec ***for the same settings*** ***one the same machine***<br> has anyone ever come across this bug, and if so - what did you do to solve it?<br> <br> thanks,&#160;<br> shai

Hi,<br> <br> I have a question about output items.&nbsp;<br> How do I calculate bottom level change from bottom level values?<br> I want to make sure the calculation is right.&nbsp;<br> <br> Thanks,<br> Shai <grammarly-desktop-integration data-grammarly-shadow-root="true"></grammarly-desktop-integration>

Hi,<br> <br> I'm trying to run a near-shore 2d simulation (HD+SW) with wind forcing (applied only to the HD part).&nbsp;<br> The issue i'm facing is that whatever boundary conds I set, the simulation blows up (except for flather, but those give me unreliable results).&nbsp;<br> <br> any thoughts on how to stabilize the simulation would be appreciated,<br> <br> Cheers,<br> Shai <grammarly-desktop-integration data-grammarly-shadow-root="true"></grammarly-desktop-integration>

Hi,

I'm running a large-scale wave transformation simulation using ECMWF data and I noticed something peculiar in my output results (time series at some point near the shore). The peak-wave-direction changes overtime in what seem to be discontinuous steps, whereas the mean-wave-direction changes smoothly over time, as it well should. 

Any idea on what may control this difference?

cheers,
Shai

 

Hi,

How would I impose a solid boundary beyond which the shoreline cannot retreat ? 

any thoughts would help,
Thanks,
Shai