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contributor authorJanet Barco
contributor authorKenneth M. Wong
contributor authorMichael K. Stenstrom
date accessioned2017-05-08T20:46:04Z
date available2017-05-08T20:46:04Z
date copyrightApril 2008
date issued2008
identifier other%28asce%290733-9429%282008%29134%3A4%28466%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26476
description abstractThe Storm Water Management Model was adapted and calibrated to the Ballona Creek Watershed, a large urban catchment in Southern California. A geographic information system (GIS) was used to process the input data and generate the spatial distribution of precipitation. An optimization procedure using the complex method was incorporated to estimate runoff parameters, and ten storms were used for calibration and validation. The calibrated model predicted the observed outputs with reasonable accuracy. A sensitivity analysis showed the impact of the model parameters, and results were most sensitive to imperviousness and impervious depression storage and least sensitive to Manning roughness for surface flow. Optimized imperviousness was greater than imperviousness predicted from land-use information. The results demonstrate that this methodology of integrating GIS and stormwater model with a constrained optimization technique can be applied to large watersheds.
publisherAmerican Society of Civil Engineers
titleAutomatic Calibration of the U.S. EPA SWMM Model for a Large Urban Catchment
typeJournal Paper
journal volume134
journal issue4
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2008)134:4(466)
treeJournal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 004
contenttypeFulltext


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