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Volumn 139, Issue 1, 2013, Pages 45-52

Effect of the seasonal rainfall distribution on storm-water quality capture volume estimation

Author keywords

Nonpoint source pollution; One parameter exponential distribution; Rainfall event depth; Seasonal rainfall distribution; South korea; STORM in netSTORM; Two parameter exponential distribution; WQCV

Indexed keywords

EXPONENTIAL DISTRIBUTIONS; NON-POINT SOURCE POLLUTION; RAINFALL EVENT; SEASONAL RAINFALL; SOUTH KOREA; WQCV;

EID: 84876744500     PISSN: 07339496     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)WR.1943-5452.0000204     Document Type: Article
Times cited : (25)

References (22)
  • 1
    • 84876735372 scopus 로고    scopus 로고
    • Hydrology handbook, American Society of Civil Engineers (ASCE), New York, NY
    • ASCE. (1996). Hydrology handbook, American Society of Civil Engineers (ASCE), New York, NY.
    • (1996) ASCE
  • 2
    • 77957016763 scopus 로고    scopus 로고
    • A rainwater harvesting system reliability model based on nonparametric stochastic rainfall generator
    • (Amsterdam)
    • Basinger, M., Montalto, F., and Lall, U. (2010). "A rainwater harvesting system reliability model based on nonparametric stochastic rainfall generator." J. Hydrol. (Amsterdam), 392(3-4), 105-118.
    • (2010) J. Hydrol. , vol.392 , Issue.3-4 , pp. 105-118
    • Basinger, M.1    Montalto, F.2    Lall, U.3
  • 3
    • 70350205896 scopus 로고    scopus 로고
    • California Stormwater Quality Association CASQA, New development and redevelopment, Menlo Park, CA.,(Oct. 21, 2012)
    • California Stormwater Quality Association (CASQA). (2003). "California stormwater best management practice handbooks." New development and redevelopment, Menlo Park, CA. (Oct. 21, 2012).
    • (2003) California stormwater best management practice handbooks
  • 5
    • 70450214972 scopus 로고    scopus 로고
    • Design of twolayered porous landscaping detention basin
    • Guo, J. C. Y., Kocman, S. M., and Ramaswami, A. (2009). "Design of twolayered porous landscaping detention basin." J. Environ. Eng., 135(12), 1268-1274.
    • (2009) J. Environ. Eng. , vol.135 , Issue.12 , pp. 1268-1274
    • Guo, J.C.Y.1    Kocman, S.M.2    Ramaswami, A.3
  • 6
    • 0029677627 scopus 로고    scopus 로고
    • Maximized detention volume determined by runoff capture ratio
    • Guo, J. C. Y., and Urbonas, B. (1996). "Maximized detention volume determined by runoff capture ratio." J. Water Resour. Plann. Manage., 122(1), 33-39.
    • (1996) J. Water Resour. Plann. Manage. , vol.122 , Issue.1 , pp. 33-39
    • Guo, J.C.Y.1    Urbonas, B.2
  • 7
    • 0036565842 scopus 로고    scopus 로고
    • Runoff capture and delivery curves for storm-water quality control designs
    • Guo, J. C. Y., and Urbonas, B. (2002). "Runoff capture and delivery curves for storm-water quality control designs." J. Water Resour. Plann. Manage., 128(3), 208-215.
    • (2002) J. Water Resour. Plann. Manage. , vol.128 , Issue.3 , pp. 208-215
    • Guo, J.C.Y.1    Urbonas, B.2
  • 8
    • 23844527863 scopus 로고    scopus 로고
    • NetSTORM-A computer program for rainfallrunoff simulation and precipitation analysis
    • Environmental and Water Resources Institute (EWRI) of ASCE, Reston, VA
    • Heineman, M. C. (2004). "NetSTORM-A computer program for rainfallrunoff simulation and precipitation analysis." Proc., 2004 World Water and Environmental Resources Congress, Environmental and Water Resources Institute (EWRI) of ASCE, Reston, VA.
    • (2004) Proc. 2004 World Water and Environmental Resources Congress
    • Heineman, M.C.1
  • 9
    • 75349111329 scopus 로고    scopus 로고
    • Urban stormwater capture curve using threeparameter mixed exponential probability density function and NRCS runoff curve number method
    • Kim, S., and Han, S. (2010). "Urban stormwater capture curve using threeparameter mixed exponential probability density function and NRCS runoff curve number method." Water Environ. Res., 82(1), 43-50.
    • (2010) Water Environ. Res. , vol.82 , Issue.1 , pp. 43-50
    • Kim, S.1    Han, S.2
  • 10
    • 75349109839 scopus 로고    scopus 로고
    • Runoff capture curve for non-point source management
    • Kim, S., and Jo, D. J. (2007). "Runoff capture curve for non-point source management." J. Korean Soc. Water Qual., 23(6), 829-836.
    • (2007) J. Korean Soc. Water Qual. , vol.23 , Issue.6 , pp. 829-836
    • Kim, S.1    Jo, D.J.2
  • 11
    • 1842737116 scopus 로고    scopus 로고
    • Effect of drainage controls and BMPs on the flow frequency curve of urban runoff
    • Nehrke, S. M., and Roesner, L. A. (2004). "Effect of drainage controls and BMPs on the flow frequency curve of urban runoff." J. Water Resour. Plann. Manage., 130(2), 131-139.
    • (2004) J. Water Resour. Plann. Manage. , vol.130 , Issue.2 , pp. 131-139
    • Nehrke, S.M.1    Roesner, L.A.2
  • 12
    • 27744499792 scopus 로고    scopus 로고
    • Maximum extent practical stormwater treatment utilizing ASCE water quality capture volume methodology
    • Environmental and Water Resources Institute (EWRI) of ASCE, Reston, VA
    • Phelps, S. C. (2005). "Maximum extent practical stormwater treatment utilizing ASCE water quality capture volume methodology." Proc., 2005 World Water and Environmental Resources Congress, Environmental and Water Resources Institute (EWRI) of ASCE, Reston, VA.
    • (2005) Proc., 2005 World Water and Environmental Resources Congress
    • Phelps, S.C.1
  • 13
    • 0011439284 scopus 로고
    • A model for evaluating runoff-quality in metropolitan master planning
    • No. 23 (NTIS PB-234312), ASCE Urban Water Resources Research Program, New York
    • Roesner, L. A., Nichandros, H. M., Shubinski, R. P., Feldman, A. D., Abbott, J. W., and Friedland, A. O. (1974). "A model for evaluating runoff-quality in metropolitan master planning." Technical memorandum No. 23 (NTIS PB-234312), ASCE Urban Water Resources Research Program, New York.
    • (1974) Technical memorandum
    • Roesner, L.A.1    Nichandros, H.M.2    Shubinski, R.P.3    Feldman, A.D.4    Abbott, J.W.5    Friedland, A.O.6
  • 14
    • 23844532352 scopus 로고    scopus 로고
    • The effect of stormwater controls on sediment transport in urban streams
    • Environmental and Water Resources Institute (EWRI) of ASCE, Reston, VA
    • Rohrer, C. A., Roesner, L. A., and Bledsoe, B. P. (2004). "The effect of stormwater controls on sediment transport in urban streams." Proc., 2004 World Water and Environmental Resources Congress, Environmental and Water Resources Institute (EWRI) of ASCE, Reston, VA.
    • (2004) Proc. 2004 World Water and Environmental Resources Congress
    • Rohrer, C.A.1    Roesner, L.A.2    Bledsoe, B.P.3
  • 15
    • 41649117533 scopus 로고    scopus 로고
    • Statistical techniques in water resources and environmental engineering
    • Colorado State Univ., Fort Collins, CO
    • Salas, J. D., Smith, R. A., Tobious, G. Q., and Heo, J.-H. (2004). "Statistical techniques in water resources and environmental engineering." Colorado State Univ., Fort Collins, CO.
    • (2004)
    • Salas, J.D.1    Smith, R.A.2    Tobious, G.Q.3    Heo, J.-H.4
  • 16
    • 1642549328 scopus 로고
    • United States Army Corps of Engineers, Hydrologic Engineering Center,USACE-HEC, 723-58-L77520, Davis, CA
    • United States Army Corps of Engineers, Hydrologic Engineering Center (USACE-HEC). (1977). "Storage, treatment, overflow, runoff model (STORM). Generalized computer program." 723-58-L77520, Davis, CA.
    • (1977) Storage treatment, overflow, runoff model (STORM). Generalized computer program
  • 17
    • 0004060254 scopus 로고
    • United States Environmental Protection Agency (USEPA), Final Rep. Water Planning Division, Washington, DC
    • United States Environmental Protection Agency (USEPA). (1983). "Results of the nationwide urban runoff program." Final Rep., Water Planning Division, Washington, DC.
    • (1983) Results of the nationwide urban runoff program
  • 18
    • 0004163164 scopus 로고
    • Methodology for analysis of detention basin for control of urban runoff quality
    • United States Environmental Protection Agency (USEPA), EPA-440/5-87-001, Washington, DC
    • United States Environmental Protection Agency (USEPA). (1986). "Methodology for analysis of detention basin for control of urban runoff quality." EPA-440/5-87-001, Washington, DC.
    • (1986)
  • 19
    • 1642512752 scopus 로고    scopus 로고
    • Urban stormwater BMP performance monitoring, A guidance for meeting the national stormwater BMP database requirements
    • United States Environmental Protection Agency (USEPA) and ASCE, Washington, DC
    • United States Environmental Protection Agency (USEPA) and ASCE. (2002). "Urban stormwater BMP performance monitoring, A guidance for meeting the national stormwater BMP database requirements." Washington, DC.
    • (2002)
  • 20
    • 84876727047 scopus 로고    scopus 로고
    • Urban Drainage Flood Control District, Urban storm drainage criteria manual-Volume 3
    • UDFCD, Denver, CO
    • Urban Drainage Flood Control District (UDFCD). (2001). "Urban storm drainage criteria manual-Volume 3." Denver, CO.
    • (2001)
  • 22
    • 0345290998 scopus 로고    scopus 로고
    • Water Environment Federation (WEF) and ASCE., WEF manual of practice no. 23 and ASCE manual and rep. on engineering practice no. 87, Alexandria, VA.
    • Water Environment Federation (WEF) and ASCE. (1998). "Urban runoff quality management." WEF manual of practice no. 23 and ASCE manual and rep. on engineering practice no. 87, Alexandria, VA.
    • (1998) Urban runoff quality management


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.