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contributor authorM. Todd Walter
contributor authorVishal K. Mehta
contributor authorAlexis M. Marrone
contributor authorJan Boll
contributor authorPierre Gérard-Marchant
contributor authorTammo S. Steenhuis
contributor authorMichael F. Walter
date accessioned2017-05-08T21:23:37Z
date available2017-05-08T21:23:37Z
date copyrightJuly 2003
date issued2003
identifier other%28asce%291084-0699%282003%298%3A4%28214%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/49723
description abstractThis study was a statistical evaluation of the prevalence of infiltration excess runoff (i.e., Hortonian flow) for undeveloped areas within New York City (NYC) watersheds. Identifying the hydrological processes generating runoff is central to developing watershed management strategies for protecting water quality. Fifteen-minute rainfall data from East Sidney, N.Y. (1971–2002) were used as maximum observed intensities. Maximum exceedance analyses were performed on a monthly basis to investigate seasonal rainfall intensity trends. Hortonian flow was assumed to occur whenever the rainfall intensity exceeded the soil permeability. Soil permeabilities were obtained from the U.S. Natural Resource Conservation Service soil survey. Results show that Hortonian flow is unlikely to occur anywhere for events smaller than the 3-year 15-min event. Only for the summer months, May–August, is Hortonian flow expected for 15-min intensities of <10-year magnitude. However, the summer results are overpredicted by this analysis because these months typically have the driest soil conditions and thus the highest infiltration capacity. This analysis concludes that infiltration excess runoff is not a dominant runoff process in undeveloped portions of NYC watersheds.
publisherAmerican Society of Civil Engineers
titleSimple Estimation of Prevalence of Hortonian Flow in New York City Watersheds
typeJournal Paper
journal volume8
journal issue4
journal titleJournal of Hydrologic Engineering
identifier doi10.1061/(ASCE)1084-0699(2003)8:4(214)
treeJournal of Hydrologic Engineering:;2003:;Volume ( 008 ):;issue: 004
contenttypeFulltext


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