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    Comparison of Synthetic Design Storms with Observed Storms in Southern Arizona

    Source: Journal of Hydrologic Engineering:;2011:;Volume ( 016 ):;issue: 011
    Author:
    Akitsu Kimoto
    ,
    H. Evan Canfield
    ,
    David Stewart
    DOI: 10.1061/(ASCE)HE.1943-5584.0000390
    Publisher: American Society of Civil Engineers
    Abstract: Historical storms with a 24-h rainfall depth exceeding 50.8 mm (2 in.) recorded in southern Arizona were compared with design storms developed both locally and by the USDA Soil Conservation Service (SCS). This study aims to evaluate if those design storms can be representative to southern Arizona. These storm depths represent the return-period storms that pose hazards considered in design. The temporal rainfall distributions, pattern index (PI), and intensity-duration relationships of the observed and design storms were compared. The comparison of the distributions and PIs of 3- or 24-h storms showed that the observed storms were diverse, and it was not clear which design storm fits best with the observed storms. The comparison of the intensity-duration relationships showed that most of the observed storms were less intense than any design storms, especially for short duration. This suggests that the application of any of the 3- or 24-h design storms would result in overestimating rainfall intensities for relatively short duration. The SCS or locally developed design storm poorly represents the temporal distribution and intensities of the observed storms.
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      Comparison of Synthetic Design Storms with Observed Storms in Southern Arizona

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    http://yetl.yabesh.ir/yetl1/handle/yetl/63267
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    contributor authorAkitsu Kimoto
    contributor authorH. Evan Canfield
    contributor authorDavid Stewart
    date accessioned2017-05-08T21:49:01Z
    date available2017-05-08T21:49:01Z
    date copyrightNovember 2011
    date issued2011
    identifier other%28asce%29he%2E1943-5584%2E0000411.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/63267
    description abstractHistorical storms with a 24-h rainfall depth exceeding 50.8 mm (2 in.) recorded in southern Arizona were compared with design storms developed both locally and by the USDA Soil Conservation Service (SCS). This study aims to evaluate if those design storms can be representative to southern Arizona. These storm depths represent the return-period storms that pose hazards considered in design. The temporal rainfall distributions, pattern index (PI), and intensity-duration relationships of the observed and design storms were compared. The comparison of the distributions and PIs of 3- or 24-h storms showed that the observed storms were diverse, and it was not clear which design storm fits best with the observed storms. The comparison of the intensity-duration relationships showed that most of the observed storms were less intense than any design storms, especially for short duration. This suggests that the application of any of the 3- or 24-h design storms would result in overestimating rainfall intensities for relatively short duration. The SCS or locally developed design storm poorly represents the temporal distribution and intensities of the observed storms.
    publisherAmerican Society of Civil Engineers
    titleComparison of Synthetic Design Storms with Observed Storms in Southern Arizona
    typeJournal Paper
    journal volume16
    journal issue11
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)HE.1943-5584.0000390
    treeJournal of Hydrologic Engineering:;2011:;Volume ( 016 ):;issue: 011
    contenttypeFulltext
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