Comparison of Synthetic Design Storms with Observed Storms in Southern Arizona
Publication: Journal of Hydrologic Engineering
Volume 16, Issue 11
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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Acknowledgments
The writers thank the USDA-ARS Southwest Watershed Research Center, which provided rainfall data for the Walnut Gulch Experimental Watershed and the Santa Rita Experimental Range. The writers also thank Andy Wigg and Dr. Fazle Karim of the Pima County Regional Flood Control District for providing data, useful suggestions, and comments.
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Information & Authors
Information
Published In
Journal of Hydrologic Engineering
Volume 16 • Issue 11 • November 2011
Pages: 935 - 941
Copyright
© 2011 American Society of Civil Engineers.
History
Received: Feb 25, 2010
Accepted: Feb 14, 2011
Published online: Mar 25, 2011
Published in print: Nov 1, 2011
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