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Precipitation Spatial Distribution: Difference between revisions

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(Created page with "<!-- Delete any sections that are not necessary to your topic. Add pictures/sections as needed --> __NOTOC__ Category:Rainfall Runoff Modeling ---- <!-- Introductory paragraph or topic page summary --> 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...")
 
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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." <ref name="Reclamation">[[Flood Hydrology Manual| Flood Hydrology Manual (United States Bureau of Reclamation, 1989)]]</ref>  
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." <ref name="Reclamation">[[Flood Hydrology Manual| Flood Hydrology Manual, USBR, 1989]]</ref>  


==Best Practices Resources==
==Best Practices Resources==
{{Document Icon}} [[Flood Hydrology Manual | Flood Hydrology Manual (Bureau of Reclamation)]]
{{Document Icon}} [[Flood Hydrology Manual | Flood Hydrology Manual, USBR, 1989]]


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Revision as of 20:09, 19 December 2022


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

Flood Hydrology Manual, USBR, 1989


Citations:


Revision ID: 6002
Revision Date: 12/19/2022