2012
DOI: 10.1002/hyp.9616
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Quantifying and simulating stormwater runoff in watersheds

Abstract: We developed the Stormwater Runoff Modeling System (SWARM) based on curve number and unit hydrograph methods of the U.S. Department of Agriculture, Natural Resources Conservation Service. SWARM models single events, targets watersheds fitting easily within hydrologic units with 12‐digit codes, and has been calibrated for low‐gradient topography of the Southeast coastal plain. We established protocols; made changes related to peak rate factors, travel time formulas, curve numbers, and the initial abstraction ra… Show more

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Cited by 29 publications
(30 citation statements)
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“…The CN method calculates an area weighted CN for the entire watershed based upon the sub areas of the individual CNs assigned to the hydrologic soil-land cover complexes, and these individual CNs are provided by USDA NRCS (2004a). Once the area-weighted CN is calculated, it is then used to estimate runoff for the watershed (Blair et al, 2012).…”
Section: Methodsmentioning
confidence: 99%
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“…The CN method calculates an area weighted CN for the entire watershed based upon the sub areas of the individual CNs assigned to the hydrologic soil-land cover complexes, and these individual CNs are provided by USDA NRCS (2004a). Once the area-weighted CN is calculated, it is then used to estimate runoff for the watershed (Blair et al, 2012).…”
Section: Methodsmentioning
confidence: 99%
“…We recently developed the Stormwater Runoff Modeling System (SWARM), based on the runoff curve number (CN) and unit hydrograph methods of the USDA Natural Resources Conservation Service (NRCS) to predict changes and integrate runoff dynamics at the local, small watershed scales ranging from 61 to 2415 ha (Blair et al, 2012). Multiple-site validation tests showed SWARM simulated runoff within 16% (volume) and 9% (peak flow) of measured runoff in both developed and undeveloped watersheds (Blair et al, 2012). Details of SWARM development, calibration, and evaluation are provided in Blair et al, 2012.…”
Section: Introductionmentioning
confidence: 99%
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“…In the loss and transformation processes, the Curve Number methods (D'ASARO et al, 2014;MAHMOUD, 2014) and the SCS unit hydrograph were used (BLAIR et al, 2014). The propagation in the reservoir was determined by the classical Puls Method.…”
Section: Hydrological Simulation Of Reservoirsmentioning
confidence: 99%
“…Surface runoff generation can occur at multiple scales, ranging from small pools of excess water that propagate downhill to stream networks that drain large catchments (Horton, 1939;Betson, 1964;Hewlett and Hibbert, 1967;Dunne and Black, 1970;Goodrich et al, 1994;Van de Giesen et al, 2000;Stomph et al, 2001Stomph et al, , 2002aMcDonnell, 2003;Descroix et al, 2007;Blume et al, 2008;McGuire and McDonnell, 2010;Ali et al, 2013;Jones et al, 2013;Radatz et al, 2013;Steenhuis et al, 2013;Blair et al, 2014;Stewart et al, 2014). Runoff is a primary cause of erosion and can drive nutrient losses from watersheds (Aksoy and Kavvas, 2005;Butler et al, 2008;Nearing et al, 2011).…”
Section: Introductionmentioning
confidence: 99%