DR3M-Publications

From CSDMS
References DR3M

Publication(s)YearTypeCited
Alley, W.M.; Smith, P.E. 1982. Distributed routing rainfall-runoff model version II. U.S. Geological Survey Open-File Report 82-344.
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1982Model overview 32
Flynn, K.M.; Hummel, P.R.; Lumb, A.M.; Kittle, J.L., Jr. 1995. User's manual for ANNIE, version 2, a computer program for interactive hydrologic data management. U.S. Geological Survey Water-Resources Investigations 95-4085, , 211.
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1995Model overview 25
Dawdy, D.R.; Lichty, R.W.; Bergmann, J.M.; 1972. A rainfall-runoff simulation model for estimation of flood peaks for small drainage basins.. U.S. Geological Survey Professional Paper 506-B, , 28.
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1972Model overview 107
Doyle, H.W., Jr.; Miller, J.E.; 2008. Calibration of a distributed routing rainfall-runoff model at four urban sites near Miami, Florida. U.S. Geological Survey Water-Resources Investigations Report 80-1.
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2008Model overview 0
Guay, J.R.; Smith, P.E.; 1988. Simulation of quantity and quality of storm runoff for urban catchments in Fresno, California. U.S. Geological Survey Water-Resources Investigations Report 88-4125.
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1988Model overview 4
Dawdy, D.R.; Schaake, J.C., Jr.;Alley, W.M.; 1978. User's guide for distributed routing rainfall-runoff model. U.S. Geological Survey Water-Resources Investigations Report 78-90.
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1978Model application 27
Leclerc, Guy; Schaake, J.C., Jr.; 1973. Methodology for assessing the potential impact of urban development on urban runoff and the relative efficiency of runoff control alternatives. Ralph M. Parsons Laboratory Report no. 167.
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1973Model application --
Haris, H; Chow, M F; Usman, F; Sidek, L M; Roseli, Z A; Norlida, M D; 2016. Urban Stormwater Management Model and Tools for Designing Stormwater Management of Green Infrastructure Practices. IOP Conference Series: Earth and Environmental Science, 32, 012022. 10.1088/1755-1315/32/1/012022
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2016

Model application

22
Tsihrintzis, Vassilios A.; Sidan, Clara B.; 2008. ILLUDAS and PSRM-QUAL predictive ability in small urban areas and comparison with other models. Hydrological Processes, 22, 3321–3336. 10.1002/hyp.6914
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2008Model application 7
Thomas, Richard P.; 1990. APPLICATION OF THE DR3M WATERSHED MODEL ON A SMALL URBAN BASIN. Journal of the American Water Resources Association, 26, 757–766. 10.1111/j.1752-1688.1990.tb01410.x
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1990Model application 3
Lindskov, K.L.; Thompson, K.R.; 1989. Peak-flow characteristics of small urban drainages along the Wasatch Front, Utah. Water-Resources Investigations Report.
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1989

Model application

0
Sang-Gi, M.; Kil-Choon, L.; 2005. DR3M-II를 이용한 도시배수유역의 유출해석. Journal of Korea Water Resources Association, 38, 699–711. 10.3741/JKWRA.2005.38.9.699
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2005Model application 0
Sloto, R.A.; 1988. Effects of urbanization on storm-runoff volume and peak discharge of Valley Creek, eastern Chester County, Pennsylvania. Water-Resources Investigations Report.
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1988

Model application

7
Lindner-Lunsford, J.B.; Ellis, S.R.; 1987. Comparison of conceptually based and regression rainfall-runoff models, Denver Metropolitan area, Colorado, and potential applications in urban areas. Water-Resources Investigations Report, 87-4104, 39 p.. 10.3133/WRI874104
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1987

Model application

6
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Nr. of publications: 14
Total citations: 240
h-index: 7
m-quotient: 0.14

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