Precipitation Spatial Distribution: Difference between revisions
From ASDSO Dam Safety Toolbox
Rmanwaring (talk | contribs) No edit summary |
No edit summary |
||
| Line 7: | Line 7: | ||
==Best Practices Resources== | ==Best Practices Resources== | ||
{{Document Icon}} [[Flood Hydrology Manual | Flood Hydrology Manual, USBR | {{Document Icon}} [[Flood Hydrology Manual | Flood Hydrology Manual, USBR]] | ||
<!-- In the location of an in text citation, simply enclose the citation as follows: <ref> citation </ref>. Citations will automatically populate. Learn more at https://www.mediawiki.org/wiki/Help:Cite. --> | <!-- In the location of an in text citation, simply enclose the citation as follows: <ref> citation </ref>. Citations will automatically populate. Learn more at https://www.mediawiki.org/wiki/Help:Cite. --> | ||
Latest revision as of 04:40, 21 July 2023
For large watersheds, it is appropriate to consider spatial variations in precipitation depths of the design storm. "Various methods of areally distributing PMP have been developed over the years. Caution should be used in the application of these methods, and their incorporation should generally be determined by trained hydrometeorologists." [1]
Best Practices Resources
Citations:
Revision ID: 7347
Revision Date: 07/21/2023