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Michael Meadows, Ph.D., P.E., F.ASCE
Univ Of South Carolina
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RE: Sump Pump Design
Posted By
Michael Meadows
12-25-2018 10:39 PM
Found In
Egroup:
Environment, Coasts, Oceans, & Infrastructure
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My experience is that you would design for average daily flow (ADF) multiplied by a peaking factor that is set by local regulations. I expect peaking factor values vary. What values have others in your location used? ------------------------------ Michael Meadows Ph.D., P.E., F.ASCE Assoc Professor ...
Thanks to everyone who responded to my post re: CN for the major rain in Oct 2015
Posted By
Michael Meadows
04-06-2017 03:22 PM
Found In
Egroup:
Environment, Coasts, Oceans, & Infrastructure
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I truly appreciate everyone's comments and suggestions. A special 'Thank You' to everyone. I will continue working on this and occasionally post updates. ------------------------------ Michael Meadows P.E., F.ASCE Assoc Professor Univ Of South Carolina Columbia SC ------------------------- ...
Please provide your opinion about CN values for VERY LARGE RAINFALL events
Posted By
Michael Meadows
03-31-2017 03:42 PM
Found In
Egroup:
Environment, Coasts, Oceans, & Infrastructure
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To All, I am involved with a local group trying to better understand the hydrology of the October 2015 flood that impacted South Carolina from roughly Columbia to the coast. Different sources indicate the rain was on the order of a 1,000 event. During computer simulation studies to recreate the ...
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