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Recent content by pegstef
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CT rainfall 3hr totals storm design
Y'all are awesome. Thanks.- pegstef
- Post #6
- Forum: Storm/Flood engineering
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CT rainfall 3hr totals storm design
I ask because a colleague trying to find fault with the design of a dry swale has used a hydrograph (one that we used to determine peak flow) to calculate volume and say that our dry swale is undersized. I don't think the hydrograph should be used for volume, especially since it compresses the...- pegstef
- Post #3
- Forum: Storm/Flood engineering
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CT rainfall 3hr totals storm design
Hi guys- I am looking for a chart/authority that describes what happends when I take the type III 25year 24 hour storm rainfall of 5.7 inches and compress it into 3 hours then it no longer is a 25-year event, but is (if I remember correctly) the 100 year event because of the shortened time and...- pegstef
- Thread
- Replies: 6
- Forum: Storm/Flood engineering
