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Old 10-22-1998, 04:38 PM
Chris E. Maeder
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RE: How do you delay dam failure?

Dear Luis :

I do not understand your question:

> When I just finish a job and the screen asks press any key, when I do the job returns to execution again very often and is a mess because when you cut the job one looses the 'primitive' from the graphics files Is there any way to do to avoid this.

Can you describe this a bit better so I can properly respond?

You're correct, Problem Specification Option #1 does not account for tailwater submergence. If that is a concern you have, and it sounds like it is, then use Problem Specification Option #13.

We used to have a version of the analysis engine that has 9000 time-steps. I will ask if we still have that.

What RiverCAD will provide you is a graphical interface that will allow you to cut DAMBRK cross-sections from any type of digital topography, and will automatically generate a flood inundation map from the DAMBRK results. This is most useful from a time-saving stand-point.

If you have any additional questions or need any further information, please contact me again.

Sincerely,

Chris E. Maeder
Senior Technical Engineer
chris.maeder@bossintl.com
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