Show simple item record

contributor authorChristopher M. Trefry
contributor authorDavid W. Watkins Jr.
contributor authorDennis Johnson
date accessioned2017-05-08T21:23:54Z
date available2017-05-08T21:23:54Z
date copyrightNovember 2005
date issued2005
identifier other%28asce%291084-0699%282005%2910%3A6%28437%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/49888
description abstractEffective storm water management plans depend on reliable rainfall intensity-duration-frequency (IDF) relationships. Due to the perception of high-intensity rainfall events as occurring more frequently than expected, the Michigan Dept. of Transportation (MDOT) commissioned a study to update rainfall IDF estimates for each of seven durations (1, 2, 3, 6, 12, 18, and 24 h) and six recurrence intervals (2, 5, 10, 25, 50, and 100 years). In contrast to a traditional at-site frequency analysis using method of moments estimators, this study applied a regional frequency analysis approach based on
publisherAmerican Society of Civil Engineers
titleRegional Rainfall Frequency Analysis for the State of Michigan
typeJournal Paper
journal volume10
journal issue6
journal titleJournal of Hydrologic Engineering
identifier doi10.1061/(ASCE)1084-0699(2005)10:6(437)
treeJournal of Hydrologic Engineering:;2005:;Volume ( 010 ):;issue: 006
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record