메뉴 건너뛰기




Volumn , Issue , 2009, Pages 1-106

Curve number hydrology: State of the practice

Author keywords

[No Author keywords available]

Indexed keywords

HYDROLOGY; RUNOFF; SOIL MOISTURE; STORMS;

EID: 84995908791     PISSN: None     EISSN: None     Source Type: Book    
DOI: 10.1061/9780784410042     Document Type: Book
Times cited : (257)

References (337)
  • 1
    • 85031027693 scopus 로고
    • A rainfall-runoff model for the Wadi Zabid basin
    • Utah State University, Logan UT
    • Al-Udaini, M. (1984). “A rainfall-runoff model for the Wadi Zabid basin.” M.S. thesis (Watershed Science), Utah State University, Logan UT. 108pp.
    • (1984) M.S. Thesis (Watershed Science) , pp. 108
    • Al-Udaini, M.1
  • 6
    • 0002234014 scopus 로고
    • SWRRB - A watershed scale model for soil and water resources management
    • Water Resources Publications, Highlands Ranch, CO
    • Arnold, J. G., and J. R. Williams, J. R. (1995). “SWRRB - A watershed scale model for soil and water resources management” In Computer Models of Watershed Hydrology (V.P. Singh, Editor), 847-908. Water Resources Publications, Highlands Ranch, CO.
    • (1995) In Computer Models of Watershed Hydrology (V.P. Singh, Editor) , pp. 847-908
    • Arnold, J.G.1    Williams, J.R.2
  • 7
    • 0017631975 scopus 로고
    • Infiltration formula based on SCS curve number
    • American Society of Civil Engineers, (IR4), December 1977
    • Aron, G., Miller, A. C, and Lakatos, D. E. (1977). “Infiltration formula based on SCS curve number.” Journal of Irrigation and Drainage Division, American Society of Civil Engineers 103(IR4), December 1977, 419-427.
    • (1977) Journal of Irrigation and Drainage Division , vol.103 , pp. 419-427
    • Aron, G.1    Miller, A.C.2    Lakatos, D.E.3
  • 8
    • 0030176737 scopus 로고    scopus 로고
    • Runoff curve numbers for small grains under German cropping conditions
    • Auersald, K., and Haider, J. (1996). “Runoff curve numbers for small grains under German cropping conditions”, Journal of Environmental Management, 47, 223-228.
    • (1996) Journal of Environmental Management , vol.47 , pp. 223-228
    • Auersald, K.1    Haider, J.2
  • 11
    • 0018441920 scopus 로고
    • A physically based, variable contributing area model of basin hydrology
    • Bevan, K. J., and Kirkby, M. J. (1979). “A physically based, variable contributing area model of basin hydrology.” Hydrological Sciences Bulletin 24(1): 43-69.
    • (1979) Hydrological Sciences Bulletin , vol.24 , Issue.1 , pp. 43-69
    • Bevan, K.J.1    Kirkby, M.J.2
  • 12
    • 0003691877 scopus 로고    scopus 로고
    • Rainfall-runoff modelling, the primer
    • Chichester. [see pages 203-207, “The SCS Curve Number Model Revisited”]
    • Bevan, K. J. (2000). “Rainfall-runoff modelling, the primer.” John Wiley and Sons, Ltd., Chichester. [see pages 203-207, “The SCS Curve Number Model Revisited”]
    • (2000) John Wiley and Sons, Ltd
    • Bevan, K.J.1
  • 13
    • 85031038987 scopus 로고
    • Users guide to TVA-HYSIM. A hydrologic program for quantifying land-use change effects
    • Cincinnati, OH
    • Betson, R. P., Bales, J. and Pratt, H. E. (1980). “Users guide to TVA-HYSIM. A hydrologic program for quantifying land-use change effects.” EPA-600-70/80-048. USEPA, Cincinnati, OH. 82pp.
    • (1980) EPA-600-70/80-048. USEPA , pp. 82
    • Betson, R.P.1    Bales, J.2    Pratt, H.E.3
  • 15
    • 84978565322 scopus 로고
    • Sensitivity of SCS models to curve number variation
    • February
    • Bondelid, T. R., McCuen, R. H. and Jackson, T. J. (1982). “Sensitivity of SCS models to curve number variation.” Water Resources Bulletin 18(1), 111-116. (February)
    • (1982) Water Resources Bulletin , vol.18 , Issue.1 , pp. 111-116
    • Bondelid, T.R.1    McCuen, R.H.2    Jackson, T.J.3
  • 16
    • 0030961383 scopus 로고    scopus 로고
    • Determination of watershed curve number using derived distributions
    • American Society Civil Engineers
    • Bonta, J. V. (1997). “Determination of watershed curve number using derived distributions.” Journal of Irrigation and Drainage Division, American Society Civil Engineers 123(1), 28-36.
    • (1997) Journal of Irrigation and Drainage Division , vol.123 , Issue.1 , pp. 28-36
    • Bonta, J.V.1
  • 17
    • 0023524997 scopus 로고
    • Evaluating partial areas of watershed runoff
    • American Society of Civil Engineers
    • Boughton, W. C. (1987). “Evaluating partial areas of watershed runoff” Journal of Irrigation and Drainage Engineering, American Society of Civil Engineers, 113(3), 356-366.
    • (1987) Journal of Irrigation and Drainage Engineering , vol.113 , Issue.3 , pp. 356-366
    • Boughton, W.C.1
  • 18
    • 0024795468 scopus 로고
    • A review of the USDA SCS curve number method
    • Boughton, W. C. (1989). “A review of the USDA SCS curve number method”, Australian Journal of Soil Research (27) 511-523.
    • (1989) Australian Journal of Soil Research , vol.27 , pp. 511-523
    • Boughton, W.C.1
  • 20
    • 85031019540 scopus 로고
    • Description and sampling of contaminated soils: A field guide
    • ISBN 0-56670-050-7
    • Boulding, J. R. (1994). “Description and sampling of contaminated soils: a field guide.” CRC Press (Lewis Publishers). ISBN 0-56670-050-7.
    • (1994) CRC Press (Lewis Publishers).
    • Boulding, J.R.1
  • 22
    • 85030979040 scopus 로고    scopus 로고
    • Infiltration in the upper Rio Chagres basin, Panama: The Soil Conservation Service ‘curve number.”
    • Ch 11, 11pp. Springer Netherlands
    • Calvo, L. E., Ogden, F. L., and Hendrickx, J. M. H. (2006). “Infiltration in the upper Rio Chagres basin, Panama: the Soil Conservation Service ‘curve number’.” Water Sciences and Technology Library 52., Ch 11, 11pp. Springer Netherlands.
    • (2006) Water Sciences and Technology Library 52
    • Calvo, L.E.1    Ogden, F.L.2    Hendrickx, J.M.H.3
  • 23
    • 0002502274 scopus 로고
    • SPUR-91: Simulation of production and utilization of rangelands
    • edited by Vijay P. Singh. Chapter
    • Carlson, D. H., Thurlow, T. L., and Wight, J. R. (1995). “SPUR-91: simulation of production and utilization of rangelands.” In Computer Models of Watershed Hydrology, edited by Vijay P. Singh. Chapter 27, 1021-1068.
    • (1995) Computer Models of Watershed Hydrology , vol.27 , pp. 1021-1068
    • Carlson, D.H.1    Thurlow, T.L.2    Wight, J.R.3
  • 24
    • 84911670938 scopus 로고
    • Users manual for the pesticide root zone model (PRZM): Release 1.”
    • USEPA, Athens, GA
    • Carsel, R. F., Smith, C.N., Mulkey, L. A., Dean, J. D., and Jowsie, P. (1984). “User’s manual for the pesticide root zone model (PRZM): Release 1.” EPA/600/3-84/109. USEPA, Athens, GA.
    • (1984) EPA/600/3-84/109.
    • Carsel, R.F.1    Smith, C.N.2    Mulkey, L.A.3    Dean, J.D.4    Jowsie, P.5
  • 26
    • 85031004581 scopus 로고
    • Urban storm inlet hydrograph study, volume 5. Soil moisture complex: Analysis of parametric infiltration models for highway sideslopes
    • UWRL, Logan, Utah 84322
    • Chen, C-L. (1975). “Urban storm inlet hydrograph study, volume 5. Soil moisture complex: analysis of parametric infiltration models for highway sideslopes.” PRWG106-5, UWRL, Logan, Utah 84322. 108pp.
    • (1975) PRWG106-5 , pp. 108
    • Chen, C.-L.1
  • 27
    • 84929982759 scopus 로고
    • Urban storm inlet study, soil-cover-moisture complex: Analysis of parametric infiltration models for highway side slopes
    • Federal Highway Administration, Washington, DC. (Available from NTIS
    • Chen C-L. (1976). “Urban storm inlet study, soil-cover-moisture complex: analysis of parametric infiltration models for highway side slopes”, Federal Highway Administration Report, FHWA-RD-76-120, V5, Federal Highway Administration, Washington, DC. (Available from NTIS)
    • (1976) Federal Highway Administration Report, FHWA-RD-76-120, V5
    • Chen, C.-L.1
  • 28
    • 0020292003 scopus 로고
    • An evaluation of the mathematical and physical significance of the soil conservation serviced procedure for estimating runoff volume
    • Water Resources Publications, Littleton, CO
    • Chen, C-L. (1981a). “An evaluation of the mathematical and physical significance of the soil conservation serviced procedure for estimating runoff volume.” Proceedings International Symposium on Rainfall-Runoff Modeling. Water Resources Publications, Littleton, CO. 387-418.
    • (1981) Proceedings International Symposium on Rainfall-Runoff Modeling , pp. 387-418
    • Chen, C.-L.1
  • 29
    • 85031016690 scopus 로고
    • Assessment of Soil Conservation Service model with runoff curve numbers
    • International Symposium on Rainfall-Runoff Modeling May 18-21 Mississippi, edited by V.P. Singh, Water Resources Publications. Littleton, CO
    • Chen, C-L. (1981b). “Assessment of Soil Conservation Service model with runoff curve numbers”, International Symposium on Rainfall-Runoff Modeling May 18-21 Mississippi. Rainfall-Runoff Relationship, edited by V.P. Singh, Water Resources Publications. Littleton, CO.
    • (1981) Rainfall-Runoff Relationship
    • Chen, C.-L.1
  • 30
    • 0020153943 scopus 로고
    • Infiltration formulas by curve number procedure
    • ASCE, HY7, July
    • Chen, C-L. (1982). “Infiltration formulas by curve number procedure”, Journal of Hydraulics Division, ASCE, 108 (HY7), 823-829. (July)
    • (1982) Journal of Hydraulics Division , vol.108 , pp. 823-829
    • Chen, C.-L.1
  • 31
    • 84929974247 scopus 로고
    • Generalized SCS runoff and infiltration equations
    • (J. Borelli, V. Hasfurther, and D. Burman, eds).” American Society of Civil Engineers Specialty Conference (Jackson, WY). ASCE, New York
    • Chen, C-L. (1983). “Generalized SCS runoff and infiltration equations” Proceedings advances in irrigation and drainage, surviving external pressures (J. Borelli, V. Hasfurther, and D. Burman, eds).” American Society of Civil Engineers Specialty Conference (Jackson, WY). ASCE, New York, 216-222.
    • (1983) Proceedings Advances in Irrigation and Drainage, Surviving External Pressures , pp. 216-222
    • Chen, C.-L.1
  • 32
    • 0036843978 scopus 로고    scopus 로고
    • Daily streamflow modeling and assessment based on the curve-number technique
    • Choi, J-Y, Engel, B. A, and Chung, H.W. (2002). “Daily streamflow modeling and assessment based on the curve-number technique” Hydrological Processes 16, 3131-3150.
    • (2002) Hydrological Processes , vol.16 , pp. 3131-3150
    • Choi, J.-Y.1    Engel, B.A.2    Chung, H.W.3
  • 33
    • 27744449750 scopus 로고
    • Antecedent moisture considerations in the SCS curve number rainfall-runoff method
    • Colorado State University (Civil Engineering)
    • Clopper, P. E. (1980). “Antecedent moisture considerations in the SCS curve number rainfall-runoff method.” M.S. Thesis, Colorado State University (Civil Engineering). 104pp.
    • (1980) M.S. Thesis , pp. 104
    • Clopper, P.E.1
  • 34
    • 0019187136 scopus 로고
    • Optimized runoff curve numbers for sugarcane and pineapple fields in Hawaii
    • Cooley, K. R., and Lane, L. J. (1981). “Optimized runoff curve numbers for sugarcane and pineapple fields in Hawaii”, Journal of Soil and Water Conservation 35(1), 137-141.
    • (1981) Journal of Soil and Water Conservation , vol.35 , Issue.1 , pp. 137-141
    • Cooley, K.R.1    Lane, L.J.2
  • 35
    • 0020433474 scopus 로고
    • Modified runoff curve numbers for sugarcane and pineapple fields in Hawaii
    • Cooley, K. R., and Lane, L. J. (1983). “Modified runoff curve numbers for sugarcane and pineapple fields in Hawaii”, Journal of Soil and Water Conservation 37(5), 295-298.
    • (1983) Journal of Soil and Water Conservation , vol.37 , Issue.5 , pp. 295-298
    • Cooley, K.R.1    Lane, L.J.2
  • 38
    • 84930131274 scopus 로고
    • Discussion of ‘Antecedent moisture condition probabilities by D. D. Gray et al.”
    • Amer Soc Civ Eng, IR2
    • Cronshey, R. G. (1983). “Discussion of ‘Antecedent moisture condition probabilities’ by D. D. Gray et al.” Journal of Irrigation and Drainage Engineering Division, Amer Soc Civ Eng 109(IR2), 296-298.
    • (1983) Journal of Irrigation and Drainage Engineering Division , vol.109 , pp. 296-298
    • Cronshey, R.G.1
  • 41
    • 85030973676 scopus 로고
    • Flood peak runoff and associated precipitation in the selected drainage basins in the united states
    • USGPO, Washington. DC
    • Dalrymple, T. (1965). “Flood peak runoff and associated precipitation in the selected drainage basins in the united states.” USGS Water Supply Paper 1813. USGPO, Washington. DC. 405pp.
    • (1965) USGS Water Supply Paper 1813 , pp. 405
    • Dalrymple, T.1
  • 42
    • 0025464967 scopus 로고
    • Computer watersheds
    • ASCE, July
    • DeBarry, P. A., and Carrington, J. (1990). “Computer watersheds.” Civil Engineering, ASCE 60(7), 68-70. (July)
    • (1990) Civil Engineering , vol.60 , Issue.7 , pp. 68-70
    • Debarry, P.A.1    Carrington, J.2
  • 44
    • 0015638256 scopus 로고
    • Relative leaching potentials estimated from hydrologic soil groups
    • June
    • Englund, C. B. (1973). “Relative leaching potentials estimated from hydrologic soil groups” Water Resources Bulletin 9(3), 590-597. (June)
    • (1973) Water Resources Bulletin , vol.9 , Issue.3 , pp. 590-597
    • Englund, C.B.1
  • 45
  • 46
    • 4243379035 scopus 로고    scopus 로고
    • The effect of inflection angle, soil proximity, and location on runoff
    • Pennsylvania State University
    • Fennessey, L. A. (2000). “The effect of inflection angle, soil proximity, and location on runoff.” Ph.D. dissertation, Pennsylvania State University.
    • (2000) Ph.D. Dissertation
    • Fennessey, L.A.1
  • 48
    • 85031048930 scopus 로고    scopus 로고
    • Revised universal soil loss equation RUSLE2, users guide (Draft)
    • Washington D.C
    • Foster, G. R., Yoder, D. C., Weesies, G. A., McCool, D. K., McGregor, K. C., and Binger, R.A. (coordinators) (2003). “Revised universal soil loss equation RUSLE2, users guide (Draft).” USDA, ARS, Washington D.C. 76pp.
    • (2003) USDA, ARS , pp. 76
    • Foster, G.R.1    Yoder, D.C.2    Weesies, G.A.3    McCool, D.K.4    McGregor, K.C.5    Binger, R.A.6
  • 49
    • 18444409051 scopus 로고    scopus 로고
    • Curve number hydrology in water quality modeling: Uses, abuses, and future directions
    • (April 2005) Paper 03127
    • Garen, D. C., and Moore, D. S. (2005a). “Curve number hydrology in water quality modeling: uses, abuses, and future directions.” Journal of the American Water Resources Association, 41:2, (April 2005) Paper 03127, 377-388.
    • (2005) Journal of the American Water Resources Association , vol.41 , Issue.2 , pp. 377-388
    • Garen, D.C.1    Moore, D.S.2
  • 50
    • 31344462688 scopus 로고    scopus 로고
    • ). “Reply to ‘Discussion of Curve number hydrology in water quality modeling: Uses, abuses, and future directions’ by M.T. Walter and S. B. Shaw.”
    • December 2005
    • Garen, D. C., and Moore, D. S. (2005b). “Reply to ‘Discussion of Curve number hydrology in water quality modeling: uses, abuses, and future directions’ by M.T. Walter and S. B. Shaw.” Journal of the American Water Resources Association, 41:6, (December 2005): 1493-1494.
    • (2005) Journal of the American Water Resources Association , vol.41 , Issue.6 , pp. 1493-1494
    • Garen, D.C.1    Moore, D.S.2
  • 53
    • 52649145554 scopus 로고    scopus 로고
    • An Adaptation of the SCS-ACRU Hydrograph generating technique for application in Eritrea
    • University of KwaZulu-Natal. Pietermaritzburg, RSA
    • Ghile, Y. (2004). “An Adaptation of the SCS-ACRU Hydrograph generating technique for application in Eritrea.” MSc thesis, University of KwaZulu-Natal. Pietermaritzburg, RSA. 150pp.
    • (2004) Msc Thesis , pp. 150
    • Ghile, Y.1
  • 54
    • 85001760440 scopus 로고    scopus 로고
    • Discussion of ‘Runoff curve number: Has it reached maturity?
    • by V. M. Ponce and R. H. Hawkins, Amer Soc Civ Eng
    • Golding, B. L. (1997). “Discussion of ‘Runoff curve number: has it reached maturity?’ by V. M. Ponce and R. H. Hawkins.” Journal of Hydrologic Engineering, Amer Soc Civ Eng 2(4), 145.
    • (1997) Journal of Hydrologic Engineering , vol.2 , Issue.4 , pp. 145
    • Golding, B.L.1
  • 57
    • 0002266184 scopus 로고
    • Studies on soil physics: 1. Flow of air and water through soils
    • Green, W. H., and Ampt, G. A. (1911). “Studies on soil physics: 1. Flow of air and water through soils”. Journal Agric Science 4, 1-124.
    • (1911) Journal Agric Science , vol.4 , pp. 1-124
    • Green, W.H.1    Ampt, G.A.2
  • 63
    • 85030995902 scopus 로고
    • Improved prediction of storm runoff in mountain watersheds
    • (HY10)
    • Hawkins, R. H. (1973). “Improved prediction of storm runoff in mountain watersheds.” Proceedings American Society of Civil Engineers 98(HY10), 1886-7.
    • (1973) Proceedings American Society of Civil Engineers , vol.98 , pp. 1886-1887
    • Hawkins, R.H.1
  • 64
    • 0016566112 scopus 로고
    • The importance of accurate curve numbers in the estimation of storm runoff
    • October
    • Hawkins, R. H. (1975). “The importance of accurate curve numbers in the estimation of storm runoff.” Water Resources Bulletin 11(5), 887-891. (October)
    • (1975) Water Resources Bulletin , vol.11 , Issue.5 , pp. 887-891
    • Hawkins, R.H.1
  • 65
    • 85031034522 scopus 로고
    • Discussion of ‘Water yield model using SCS curve numbers, by J. R. Williams and W. V. LaSeur
    • (HY8)
    • Hawkins, R. H. (1977). “Discussion of ‘Water yield model using SCS curve numbers, by J. R. Williams and W. V. LaSeur.” Proc. Amer. Soc. Civil Eng 103(HY8), 933-936.
    • (1977) Proc. Amer. Soc. Civil Eng , vol.103 , pp. 933-936
    • Hawkins, R.H.1
  • 66
    • 0018105088 scopus 로고
    • Runoff curve number relationships under varying site moisture levels
    • American Society of Civil Engineers, IR4, Closure 1980
    • Hawkins, R. H. (1978). “Runoff curve number relationships under varying site moisture levels.” Journal of Irrigation and Drainage Division, American Society of Civil Engineers, 104(IR4), 389-398. [Closure 1980.]
    • (1978) Journal of Irrigation and Drainage Division , vol.104 , pp. 389-398
    • Hawkins, R.H.1
  • 67
    • 45749099509 scopus 로고
    • Effects of rainfall intensity on runoff curve numbers
    • Proceedings of the 1978 meetings of the Arizona Section of the American Water Resources Association and the Hydrology Section of the Arizona Academy of Science, Flagstaff AZ, April
    • Hawkins, R. H. (1978). “Effects of rainfall intensity on runoff curve numbers.” Hydrology and Water Resources in Arizona and the southwest: 8, 53-64. Proceedings of the 1978 meetings of the Arizona Section of the American Water Resources Association and the Hydrology Section of the Arizona Academy of Science, Flagstaff AZ, April 14-15.
    • (1978) Hydrology and Water Resources in Arizona and the Southwest: 8, 53-64. , pp. 14-15
    • Hawkins, R.H.1
  • 69
    • 0018315528 scopus 로고
    • Runoff curve numbers from partial area watersheds
    • American Society of Civil Engineers, HY4
    • Hawkins, R. H. (1979b). “Runoff curve numbers from partial area watersheds.” Journal of Irrigation and Drainage Engineering Division, American Society of Civil Engineers, 105(HY4), 375-389.
    • (1979) Journal of Irrigation and Drainage Engineering Division , vol.105 , pp. 375-389
    • Hawkins, R.H.1
  • 70
    • 0006361831 scopus 로고
    • Infiltration and curve numbers; some pragmatic and theoretic relationships
    • American Society of Civil Engineers
    • Hawkins, R. H. (1980). “Infiltration and curve numbers; some pragmatic and theoretic relationships.” Proceedings of Symposium on Watershed Management 1980, American Society of Civil Engineers, 925-37.
    • (1980) Proceedings of Symposium on Watershed Management 1980 , pp. 925-937
    • Hawkins, R.H.1
  • 71
    • 0019671393 scopus 로고
    • Interpretations of source area variability in rainfall-runoff relationships
    • Vijay P Singh (ed) Mississippi State University, May 1981
    • Hawkins, R. H. (1981). “Interpretations of source area variability in rainfall-runoff relationships.” Proceedings International Symposium on Rainfall-Runoff Modeling, Vijay P Singh (ed) Mississippi State University, May 1981.
    • (1981) Proceedings International Symposium on Rainfall-Runoff Modeling
    • Hawkins, R.H.1
  • 73
    • 84930122640 scopus 로고
    • Discussion of ‘Antecedent moisture condition probabilities by D. D. Gray et al.”
    • (IR2)
    • Hawkins, R. H. (1983). “Discussion of ‘Antecedent moisture condition probabilities’ by D. D. Gray et al.” Journal of Irrigation and Drainage Engineering, 109(IR2), 298-299.
    • (1983) Journal of Irrigation and Drainage Engineering , vol.109 , pp. 298-299
    • Hawkins, R.H.1
  • 74
    • 0010694103 scopus 로고
    • A comparison of predicted and observed runoff curve numbers
    • American Society of Civil Engineers
    • Hawkins, R. H. (1984). “A comparison of predicted and observed runoff curve numbers.” Symposium Proceedings, Water Today and Tomorrow, Flagstaff AZ. American Society of Civil Engineers, 702-709.
    • (1984) Symposium Proceedings, Water Today and Tomorrow, Flagstaff AZ. , pp. 702-709
    • Hawkins, R.H.1
  • 76
    • 85031030782 scopus 로고
    • Variety, classification, and association in rainfall runoff response
    • Corvallis, Oregon
    • Hawkins, R. H. (1989). “Variety, classification, and association in rainfall runoff response.” Project report (contract 813651-01) to USEPA, Corvallis, Oregon. 40pp.
    • (1989) Project Report (Contract 813651-01) to USEPA , pp. 40
    • Hawkins, R.H.1
  • 78
    • 0025240243 scopus 로고
    • Asymptotic determination of curve numbers from rainfall-runoff data
    • American Society of Civil Engineers, New York
    • Hawkins, R. H. (1990b). “Asymptotic determination of curve numbers from rainfall-runoff data.” Symposium Proceedings, Watershed Planning and Analysis in action, Durango CO. American Society of Civil Engineers, New York, 67-76.
    • (1990) Symposium Proceedings, Watershed Planning and Analysis in Action, Durango CO , pp. 67-76
    • Hawkins, R.H.1
  • 79
    • 0027333904 scopus 로고
    • Asymptotic determination of curve numbers from data
    • American Society of Civil Engineers
    • Hawkins, R. H. (1993). “Asymptotic determination of curve numbers from data.” Journal of Irrigation and Drainage Division, American Society of Civil Engineers, 119(2), 334-345.
    • (1993) Journal of Irrigation and Drainage Division , vol.119 , Issue.2 , pp. 334-345
    • Hawkins, R.H.1
  • 80
    • 85001760496 scopus 로고    scopus 로고
    • Discussion of ‘SCS runoff equation revisited for variable source runoff areas by T. S. Steenhuis, M. Mitchell, J. Rossing, and M. F. Walter.”
    • ASCE
    • Hawkins, R. H. (1996). “Discussion of ‘SCS runoff equation revisited for variable source runoff areas’ by T. S. Steenhuis, M. Mitchell, J. Rossing, and M. F. Walter.” Journal of Irrigation and Drainage Engineering, ASCE, 122(5), 319.
    • (1996) Journal of Irrigation and Drainage Engineering , vol.122 , Issue.5 , pp. 319
    • Hawkins, R.H.1
  • 81
    • 85030999917 scopus 로고    scopus 로고
    • ’Technical review of Tucson stormwater management study (TSMS) rainfall-runoff hydrology
    • Contract 07-04-H-122474-1196. Ca 75pp. Appendices. [See memo from D. G. Lantz, PE, for CN sensitivity study]
    • Hawkins, R. H. (1997).”Technical review of Tucson stormwater management study (TSMS) rainfall-runoff hydrology.” Report to Pima County Department of Transportation and Flood Control District, Flood Control and Engineering Division. Contract 07-04-H-122474-1196. Ca 75pp. Appendices. [See memo from D. G. Lantz, PE, for CN sensitivity study].
    • (1997) Report to Pima County Department of Transportation and Flood Control District, Flood Control and Engineering Division
    • Hawkins, R.H.1
  • 82
    • 85016841242 scopus 로고    scopus 로고
    • Secondary effects in curve number rainfall-runoff
    • Memphis Tennessee, August 3-7. (abstract)
    • Hawkins, R. H., and Cate, A. J. (1998). “Secondary effects in curve number rainfall-runoff.” Presented at Water Resources Engineering 98, Memphis Tennessee, August 3-7. (abstract)
    • (1998) Presented at Water Resources Engineering 98
    • Hawkins, R.H.1    Cate, A.J.2
  • 86
    • 33745942780 scopus 로고    scopus 로고
    • Discussion of ‘Another look at SCS CN method by S.K. Mishra and V.P. Singh.”
    • ASCE, Sept-Oct 2001
    • Hawkins, R. H. (2001). “Discussion of ‘Another look at SCS CN method’ by S.K. Mishra and V.P. Singh.” Journal of Hydrologic Engineering, ASCE, 6(5), Sept-Oct 2001, 451-52.
    • (2001) Journal of Hydrologic Engineering , vol.6 , Issue.5 , pp. 451-452
    • Hawkins, R.H.1
  • 91
    • 85030985332 scopus 로고    scopus 로고
    • Effects of prior rainfall and storm variables on curve number rainfall-runoff
    • Williamsburg VA, July 20-20. (Abstract in Proceedings)
    • Hawkins, R. H., and VerWeire, K. E. (2005). “Effects of prior rainfall and storm variables on curve number rainfall-runoff.” Presentation [PowerPoint] at ASCE Symposium on Watershed Management, Williamsburg VA, July 20-20. (Abstract in Proceedings)
    • (2005) Presentation [Powerpoint] at ASCE Symposium on Watershed Management
    • Hawkins, R.H.1    Verweire, K.E.2
  • 92
    • 0017477836 scopus 로고
    • Predicting storm flow and peak flow from small basins in humid areas by the R-index method
    • Hewlett, J. D., Cunningham, G. B. and Troendle, C. A. (1977). “Predicting storm flow and peak flow from small basins in humid areas by the R-index method.” Water Resources Bulletin. 13(2):231-253.
    • (1977) Water Resources Bulletin , vol.13 , Issue.2 , pp. 231-253
    • Hewlett, J.D.1    Cunningham, G.B.2    Troendle, C.A.3
  • 93
    • 0021639986 scopus 로고
    • Additional tests on the effect of rainfall intensity on stormflow and peak flow from wild-land basins
    • July
    • Hewlett, J. D., Forsten, J. C., and Cunningham, J. B. (1984). “Additional tests on the effect of rainfall intensity on stormflow and peak flow from wild-land basins” Water Resources Research 20(7), 985-989. (July)
    • (1984) Water Resources Research , vol.20 , Issue.7 , pp. 985-989
    • Hewlett, J.D.1    Forsten, J.C.2    Cunningham, J.B.3
  • 94
    • 85031038945 scopus 로고
    • Personnel communication to William H. Sammons
    • Washington DC
    • Hjelmfelt, Jr., A.T. (1979). Personnel communication to William H. Sammons. USDA, Soil Conservation Service, Washington DC.
    • (1979) USDA, Soil Conservation Service
    • Hjelmfelt, A.T.1
  • 95
    • 2442672215 scopus 로고
    • Curve number procedure as infiltration method
    • ASCE, HY6
    • Hjelmfelt, Jr., A.T. (1980a), “Curve number procedure as infiltration method,” Journal of Hydraulics Division, ASCE, 106(HY6) 1107-1110.
    • (1980) Journal of Hydraulics Division , vol.106 , pp. 1107-1110
    • Hjelmfelt, A.T.1
  • 96
    • 0019101652 scopus 로고
    • An empirical investigation of the curve number technique
    • ASCE, HY9
    • Hjelmfelt, Jr., A.T. (1980b). “An empirical investigation of the curve number technique”, Journal of Hydraulics Division, ASCE, 106(HY9), 1471-1476.
    • (1980) Journal of Hydraulics Division , vol.106 , pp. 1471-1476
    • Hjelmfelt, A.T.1
  • 97
    • 0020301951 scopus 로고
    • Curve Numbers as Random Variables
    • Water Resources Publications, Littleton, CO
    • Hjelmfelt, Jr., A.T., Kramer, L. A., and Burwell, R. E. (1982). “Curve Numbers as Random Variables.” In Rainfall-Runoff Relationship, Water Resources Publications, Littleton, CO, pp 365-370.
    • (1982) In Rainfall-Runoff Relationship , pp. 365-370
    • Hjelmfelt, A.T.1    Kramer, L.A.2    Burwell, R.E.3
  • 99
    • 33646382645 scopus 로고
    • Discussion of ‘Antecedent moisture condition probabilities by D. D. Gray et al.”
    • ASCE, IR2
    • Hjelmfelt, Jr., A.T., and Kramer, L. A. (1983). “Discussion of ‘Antecedent moisture condition probabilities’ by D. D. Gray et al.” Journal of Irrigation and Drainage Engineering, ASCE, 109(IR2), p300.
    • (1983) Journal of Irrigation and Drainage Engineering , vol.109 , pp. 300
    • Hjelmfelt, A.T.1    Kramer, L.A.2
  • 100
    • 0026170180 scopus 로고
    • Investigation of curve number procedure
    • Amer Soc Civ Eng
    • Hjelmfelt, Jr., A.T. (1991). “Investigation of curve number procedure” Journal of Hydraulic Engineering Division, Amer Soc Civ Eng, 117(6), 725-737.
    • (1991) Journal of Hydraulic Engineering Division , vol.117 , Issue.6 , pp. 725-737
    • Hjelmfelt, A.T.1
  • 101
    • 34848927837 scopus 로고    scopus 로고
    • A first approach to global runoff simulation using satellite rainfall estimation
    • (W08502)
    • Hong, Y., Adler, R. F., Hossain, F, Curtis, S., and Huffman, G. J. (2007). “A first approach to global runoff simulation using satellite rainfall estimation” Water Resources Research, 43(W08502), 8 pp.
    • (2007) Water Resources Research , vol.43 , pp. 8
    • Hong, Y.1    Adler, R.F.2    Hossain, F.3    Curtis, S.4    Huffman, G.J.5
  • 102
    • 84910454088 scopus 로고
    • Estimation of catchment moisture status for the SCS stormflow model
    • University of Natal, Pietermaritzburg (South Africa), Agricultural Engineering
    • Hope, A. S. (1980). “Estimation of catchment moisture status for the SCS stormflow model” MS thesis, University of Natal, Pietermaritzburg (South Africa), Agricultural Engineering. 149pp.
    • (1980) MS Thesis , pp. 149
    • Hope, A.S.1
  • 103
    • 84960695439 scopus 로고
    • Analysis of runoff-plot experiment with varying infiltration capacity
    • Horton, R. E. (1939). “Analysis of runoff-plot experiment with varying infiltration capacity.” Transaction American Geophysical Union 20:693-711.
    • (1939) Transaction American Geophysical Union , vol.20 , pp. 693-711
    • Horton, R.E.1
  • 104
    • 0000206979 scopus 로고
    • An approach towards a physical interpretation of infiltration capacity
    • Horton, R. E. (1940). “An approach towards a physical interpretation of infiltration capacity.” Soil Science; Society of America Proceedings 5:399-417.
    • (1940) Soil Science; Society of America Proceedings , vol.5 , pp. 399-417
    • Horton, R.E.1
  • 107
    • 0038713251 scopus 로고    scopus 로고
    • Improved rainfall/runoff estimates using remotely sensed soil moisture
    • April 2003
    • Jacobs, J. M., Meyers, D. A., and Whitfield, B. M. (2003). “Improved rainfall/runoff estimates using remotely sensed soil moisture” Journal American Water Resources Association, 39(2), 313-324. April 2003.
    • (2003) Journal American Water Resources Association , vol.39 , Issue.2 , pp. 313-324
    • Jacobs, J.M.1    Meyers, D.A.2    Whitfield, B.M.3
  • 108
    • 84919653676 scopus 로고
    • The SCS method and its application for effective rainfall determination (In Polish)
    • Ignar, S. (1988). “The SCS method and its application for effective rainfall determination (in Polish).” Review of Geophysics, XXXII (4), 451-455.
    • (1988) Review of Geophysics , vol.32 , Issue.4 , pp. 451-455
    • Ignar, S.1
  • 109
    • 84935453666 scopus 로고
    • Methodology for flood evaluation with assumed probability of occurrence in ungauged watersheds (In Polish)
    • Warsaw Agricultural University Press
    • Ignar, S. (1993). “Methodology for flood evaluation with assumed probability of occurrence in ungauged watersheds (in Polish).” Treaties and Monographs. Warsaw Agricultural University Press. p56.
    • (1993) Treaties and Monographs , pp. 56
    • Ignar, S.1
  • 111
    • 1642556459 scopus 로고    scopus 로고
    • Investigation of runoff curve number initial abstraction ratio
    • Watershed Management, University of Arizona, Tucson, AZ
    • Jiang, R. (2001). “Investigation of runoff curve number initial abstraction ratio.” MS thesis, Watershed Management, University of Arizona, Tucson, AZ. 120 pp.
    • (2001) MS Thesis , pp. 120
    • Jiang, R.1
  • 113
    • 0003706601 scopus 로고
    • CREAMS: A field sale model for chemicals, runoff, and erosion from agricultural management systems
    • ed, Conservation Report No. 26
    • Knisel, W. G. (ed.). (1980). “CREAMS: A field sale model for chemicals, runoff, and erosion from agricultural management systems.” U.S. Department of Agriculture, Conservation Report No. 26, 640 pp.
    • (1980) U.S. Department of Agriculture , pp. 640
    • Knisel, W.G.1
  • 114
    • 33748421721 scopus 로고    scopus 로고
    • A methodological framework towards the formulation of flood runoff generation models suitable in alpine and prealpine regions
    • Swiss Federal Institute of Technology (ETHZ), Zurich
    • Kuntner, R. (2002). “A methodological framework towards the formulation of flood runoff generation models suitable in alpine and prealpine regions” PhD dissertation, Swiss Federal Institute of Technology (ETHZ), Zurich. 157pp.
    • (2002) Phd Dissertation , pp. 157
    • Kuntner, R.1
  • 115
    • 0023419947 scopus 로고
    • GLEAMS: Groundwater loading effects of agricultural management systems
    • 1987
    • Leonard, R. A., Knisel, W. G., and Still, D. A. (1987). “GLEAMS: Groundwater loading effects of agricultural management systems.” Trans. Amer Soc Agric Eng 1987;30:1403-1418.
    • (1987) Trans. Amer Soc Agric Eng , vol.30 , pp. 1403-1418
    • Leonard, R.A.1    Knisel, W.G.2    Still, D.A.3
  • 116
    • 85031048024 scopus 로고
    • Comprehensive survey and analysis, Black River Barometer Watershed, Apache National Forest
    • Leven, A. A., and Stender, P. J. (1967). “Comprehensive survey and analysis, Black River Barometer Watershed, Apache National Forest.” USDA-Forest Service, R-3. ca 100pp.
    • (1967) Usda-Forest Service, R-3. Ca , pp. 100
    • Leven, A.A.1    Stender, P.J.2
  • 117
    • 7444248990 scopus 로고    scopus 로고
    • Using a topographic index to distribute the variable source area runoff predicted with the SCS curve-number equation
    • published online, John Wiley &Sons, Ltd
    • Lyon, S. W., Walter, M. T., Gerard-Marchant, P., and Steenhuis, T. S. (2004). “Using a topographic index to distribute the variable source area runoff predicted with the SCS curve-number equation.” Hydrological Processes. published online, John Wiley &Sons, Ltd. 12pp.
    • (2004) Hydrological Processes. , pp. 12
    • Lyon, S.W.1    Walter, M.T.2    Gerard-Marchant, P.3    Steenhuis, T.S.4
  • 118
    • 0003822321 scopus 로고
    • A guide to hydrologic analysis using SCS methods
    • Inc, Englewood Cliffs, N.J. [ISBN 0-13-370205-7]
    • McCuen, R. H. (1982). “A guide to hydrologic analysis using SCS methods.” Prentice-Hall, Inc, Englewood Cliffs, N.J. [ISBN 0-13-370205-7] 145pp.
    • (1982) Prentice-Hall , pp. 145
    • McCuen, R.H.1
  • 119
    • 0036164888 scopus 로고    scopus 로고
    • Approach to confidence interval estimation for curve numbers
    • Amer Soc Civ Eng, Jan-Feb
    • McCuen, R. H. (2002). “Approach to confidence interval estimation for curve numbers.” Journal of Hydrologic Engineering, Amer Soc Civ Eng, 7(1), 43-48. (Jan-Feb).
    • (2002) Journal of Hydrologic Engineering , vol.7 , Issue.1 , pp. 43-48
    • McCuen, R.H.1
  • 120
    • 77954363095 scopus 로고    scopus 로고
    • Rainfall-runoff relationships for selected eastern U.S. forested mountain watersheds: Testing of the curve number method for flood analysis
    • Athens, Georgia for the West Virginia Division of Forestry Charleston, West Virginia. ca
    • McCutcheon, S. C., Negussie, T., Adams, M. B., Kochenderfer, J., Swank, W., Campbell, J., Hawkins, R. H., and Dye, C.R. (2006). “Rainfall-runoff relationships for selected eastern U.S. forested mountain watersheds: Testing of the curve number method for flood analysis.” Report prepared by Environmental and Hydrologic Engineering, Athens, Georgia for the West Virginia Division of Forestry Charleston, West Virginia. ca 270pp.
    • (2006) Report Prepared by Environmental and Hydrologic Engineering , pp. 270
    • McCutcheon, S.C.1    Negussie, T.2    Adams, M.B.3    Kochenderfer, J.4    Swank, W.5    Campbell, J.6    Hawkins, R.H.7    Dye, C.R.8
  • 121
    • 27744461700 scopus 로고
    • A comparison of four rainfall-runoff methods
    • Utah State University (Watershed Science)
    • McGurk, B. J. (1982). “A comparison of four rainfall-runoff methods.” PhD dissertation, Utah State University (Watershed Science), 258pp.
    • (1982) Phd Dissertation , pp. 258
    • McGurk, B.J.1
  • 123
    • 15444373544 scopus 로고    scopus 로고
    • Soil Conservation Service curve number method: How to mend a wrong soil moisture accounting procedure?
    • (February), W02011
    • Michel, C., Andreassian, V, and Perrin, C. (2005). “Soil Conservation Service curve number method: How to mend a wrong soil moisture accounting procedure?” Water Resources Research 41(2), (February), W02011, 6pp.
    • (2005) Water Resources Research , vol.41 , Issue.2 , pp. 6
    • Michel, C.1    Andreassian, V.2    Perrin, C.3
  • 124
    • 85030973244 scopus 로고
    • Flood studies
    • USDA, Bureau of Reclamation, GPO, Washington DC
    • Miller, D. L., Clark, R. A. and Schumbach, D. (1973). “Flood studies” in Design of Small Dams, USDA, Bureau of Reclamation, GPO, Washington DC. 816pp.
    • (1973) In Design of Small Dams , pp. 816
    • Miller, D.L.1    Clark, R.A.2    Schumbach, D.3
  • 126
    • 0033167438 scopus 로고    scopus 로고
    • Another look at SCS CN method
    • ASCE, Paper 5120, July
    • Mishra, S. K., and Singh, V. P. (1999).”Another look at SCS CN method.” Journal of Hydrologic Engineering, ASCE 4(3), Paper 5120, 257-264. (July).
    • (1999) Journal of Hydrologic Engineering , vol.4 , Issue.3 , pp. 257-264
    • Mishra, S.K.1    Singh, V.P.2
  • 128
    • 34347360818 scopus 로고    scopus 로고
    • Soil Conservation curve number (SCS-CN) methodology
    • Dordrecht. ISBN 1-4020-1132-6
    • Mishra, S. K., and Singh, V. P. (2003). “Soil Conservation curve number (SCS-CN) methodology.” Kluwer Academic Publishers, Dordrecht. ISBN 1-4020-1132-6. 536pp.
    • (2003) Kluwer Academic Publishers , pp. 536
    • Mishra, S.K.1    Singh, V.P.2
  • 129
    • 1242265214 scopus 로고    scopus 로고
    • Partitioning analog for metal elements in urban rainfall-runoff overland flow using the Soil Conservation Service curve number concept
    • Amer Soc Civ Eng 130:2 (February)
    • Mishra, S. K., Sansalone, J. J., and Singh, V. P. (2004). “Partitioning analog for metal elements in urban rainfall-runoff overland flow using the Soil Conservation Service curve number concept.” Journal of Environmental Engineering, Amer Soc Civ Eng 130:2 (February), 145-154.
    • (2004) Journal of Environmental Engineering , pp. 145-154
    • Mishra, S.K.1    Sansalone, J.J.2    Singh, V.P.3
  • 130
    • 2442425298 scopus 로고    scopus 로고
    • Long term hydrologic simulation based on Soil Conservation Service curve number
    • Mishra, S. K., and Singh, V. P. (2004). “Long term hydrologic simulation based on Soil Conservation Service curve number.” Hydrologic Processes 18, 121-131.
    • (2004) Hydrologic Processes , vol.18 , pp. 121-131
    • Mishra, S.K.1    Singh, V.P.2
  • 131
    • 85031027914 scopus 로고
    • Estimation of total (And peak rates of) surface runoff for individual storms. Exhibit A of Appendix B, Interim Survey Report, Grand (Neosho) River Watershed
    • Mockus, V. (1949). “Estimation of total (and peak rates of) surface runoff for individual storms. Exhibit A of Appendix B, Interim Survey Report, Grand (Neosho) River Watershed.” USDA Soil Conservation Service.
    • (1949) USDA Soil Conservation Service
    • Mockus, V.1
  • 132
    • 85031048474 scopus 로고
    • Personnel communication to H. O. Orgrosky
    • Washington DC
    • Mockus, V. (1962). Personnel communication to H. O. Orgrosky, USDA, Soil Conservation Service, Washington DC.
    • (1962) USDA, Soil Conservation Service
    • Mockus, V.1
  • 133
    • 85030975015 scopus 로고
    • Personnel communication to Orrin Ferris
    • date March 5, 1964, Washington D.C
    • Mockus, V. (1964). Personnel communication to Orrin Ferris, date March 5, 1964. 5pp. USDA, Soil Conservation Service, Washington D.C.
    • (1964) USDA, Soil Conservation Service , pp. 5
    • Mockus, V.1
  • 134
    • 27744480061 scopus 로고
    • A data-based evaluation of the SCS curve number method for runoff prediction
    • Colorado State University (Civil Engineering)
    • Montgomery, R. J. (1980). “A data-based evaluation of the SCS curve number method for runoff prediction.” M.S. thesis, Colorado State University (Civil Engineering), 106pp.
    • (1980) M.S. Thesis , pp. 106
    • Montgomery, R.J.1
  • 136
    • 0022241420 scopus 로고
    • “The probability-distribution principle and runoff production at point and basin scales
    • Moore, R. J. (1985). “The probability-distribution principle and runoff production at point and basin scales. Hydrologic Sciences Journal 30(2) 273-297.
    • (1985) Hydrologic Sciences Journal , vol.30 , Issue.2 , pp. 273-297
    • Moore, R.J.1
  • 137
    • 84874604443 scopus 로고
    • Extension of the Soil Conservation Service rainfall runoff methodology for ungaged watersheds
    • Available from NTIS, Springfield, VA., as report FWHA/RD-81/060
    • Morel-Seytoux, H. J., and Verdin, J. P. (1981). “Extension of the Soil Conservation Service rainfall runoff methodology for ungaged watersheds.” Final Report FHWA/RD-81/060, to Federal Highway Administration Contract DOT-FH-PO-9-3-0015. Available from NTIS, Springfield, VA., as report FWHA/RD-81/060. 79pp.
    • (1981) Final Report FHWA/RD-81/060, to Federal Highway Administration Contract DOT-FH-PO-9-3-0015 , pp. 79
    • Morel-Seytoux, H.J.1    Verdin, J.P.2
  • 139
    • 1842279140 scopus 로고
    • How much rain enters the soil?
    • Superintendent of Documents, Washington DC
    • Musgrave, G. W. (1955). “How much rain enters the soil?” In Water, the Yearbook of Agriculture 1955. 151-159. Superintendent of Documents, Washington DC.
    • (1955) Water, the Yearbook of Agriculture 1955 , pp. 151-159
    • Musgrave, G.W.1
  • 141
    • 33644758284 scopus 로고    scopus 로고
    • Equivalence between Topmodel and the NRCS curve number method in predicting variable runoff source areas
    • (JAWRA)
    • Nachabe, N. H. (2006). “Equivalence between Topmodel and the NRCS curve number method in predicting variable runoff source areas.” Journal of the American Water Resources Association (JAWRA) 42(1): 225-235.
    • (2006) Journal of the American Water Resources Association , vol.42 , Issue.1 , pp. 225-235
    • Nachabe, N.H.1
  • 142
    • 0030087529 scopus 로고    scopus 로고
    • Curve numbers and Green-Ampt effective hydraulic conductivities
    • February
    • Nearing, M. A., Liu, B. Y., Risse, M., and Zhang, X. (1996). “Curve numbers and Green-Ampt effective hydraulic conductivities.” Water Resources Bulletin 32(1), 125-136. (February)
    • (1996) Water Resources Bulletin , vol.32 , Issue.1 , pp. 125-136
    • Nearing, M.A.1    Liu, B.Y.2    Risse, M.3    Zhang, X.4
  • 144
    • 0011239709 scopus 로고    scopus 로고
    • Soil and water assessment tool (SWAT): Theoretical documentation, version 2000
    • College Station, Texas, TWRI Report TR-191
    • Neitsch, S. L., Arnold, J. G., Kiniry, J. R., Williams, J. R., and King, K. W. (2002). “Soil and water assessment tool (SWAT): theoretical documentation, version 2000.” Texas Water Resources Institute, College Station, Texas, TWRI Report TR-191.
    • (2002) Texas Water Resources Institute
    • Neitsch, S.L.1    Arnold, J.G.2    Kiniry, J.R.3    Williams, J.R.4    King, K.W.5
  • 146
    • 85031042332 scopus 로고
    • Hydrologic techniques in watershed planning
    • [journal presentation of Ogrosky 1957, ASAE meeting]
    • Ogrosky, H. O. (1960). “Hydrologic techniques in watershed planning.” Transactions of the ASAE, 84-86. [journal presentation of Ogrosky 1957, ASAE meeting]
    • (1960) Transactions of the ASAE , pp. 84-86
    • Ogrosky, H.O.1
  • 147
  • 149
    • 0004088418 scopus 로고
    • Precipitation characteristics affecting hydrologic response of southwestern rangelands
    • ARM W-34. Washington DC
    • Osborn, H. B. (1983). “Precipitation characteristics affecting hydrologic response of southwestern rangelands.” USDA-ARS Agricultural Reviews and Manuals. ARM W-34. Washington DC.
    • (1983) USDA-ARS Agricultural Reviews and Manuals.
    • Osborn, H.B.1
  • 150
    • 0034351928 scopus 로고    scopus 로고
    • The disparity between extreme rainfall event and rare floods, with emphasis on semi-arid American west
    • Osterkamp, W. R., and Friedman, J. M. (2000). “The disparity between extreme rainfall event and rare floods, with emphasis on semi-arid American west.” Hydrologic Processes 14, 2817-2829.
    • (2000) Hydrologic Processes , vol.14 , pp. 2817-2829
    • Osterkamp, W.R.1    Friedman, J.M.2
  • 152
    • 0036811305 scopus 로고    scopus 로고
    • A strip model approach to parameterize a coupled Green-Ampt kinematic wave model
    • October
    • Paige, G. B., Stone, J. J., Guertin, D. P., and Lane, L. J. (2002). “A strip model approach to parameterize a coupled Green-Ampt kinematic wave model.” Journal American Water Resources Association 38(5), 1363-1377. (October)
    • (2002) Journal American Water Resources Association , vol.38 , Issue.5 , pp. 1363-1377
    • Paige, G.B.1    Stone, J.J.2    Guertin, D.P.3    Lane, L.J.4
  • 154
    • 0032147999 scopus 로고    scopus 로고
    • Improved curve number selection for runoff prediction
    • Perrone, J. and Madramootoo, C. A. (1998). “Improved curve number selection for runoff prediction.” Canadian Journal of Civil Eng. 25:728-734.
    • (1998) Canadian Journal of Civil Eng , vol.25 , pp. 728-734
    • Perrone, J.1    Madramootoo, C.A.2
  • 155
    • 0001070075 scopus 로고
    • An infiltration equation with physical significance
    • Philip, J. R. (1954). “An infiltration equation with physical significance.” Soil Science 77(2), 153-7.
    • (1954) Soil Science , vol.77 , Issue.2 , pp. 153-157
    • Philip, J.R.1
  • 157
    • 0038618533 scopus 로고
    • Flood runoff
    • D. L. Maidment, Editor. McGraw-Hill, Inc, New York NY
    • Pilgrim, D. H., and Cordery, I. (1992). “Flood runoff.” Chapter 9 in Handbook of Hydrology, D. L. Maidment, Editor. McGraw-Hill, Inc, New York NY.
    • (1992) Chapter 9 in Handbook of Hydrology
    • Pilgrim, D.H.1    Cordery, I.2
  • 158
    • 0010762184 scopus 로고    scopus 로고
    • Small storm hydrology and why it is important for the design of stormwater control practices
    • (Edited by W. James). Computational Hydraulics International, Guelph, Ontario and Lewis Publishers/CRC Press. 1999
    • Pitt, R. E. (1999). “Small storm hydrology and why it is important for the design of stormwater control practices” In Advances in Modeling the Management of Stormwater Impacts, Volume 7. (Edited by W. James). Computational Hydraulics International, Guelph, Ontario and Lewis Publishers/CRC Press. 1999.
    • (1999) Advances in Modeling the Management of Stormwater Impacts, Volume 7.
    • Pitt, R.E.1
  • 162
    • 0029677636 scopus 로고    scopus 로고
    • Runoff curve number: Has it reached maturity?
    • ASCE, January
    • Ponce, V. M., and Hawkins, R. H. (1996). “Runoff curve number: Has it reached maturity?” Journal of Hydrologic Engineering, ASCE 1(1), 11-19. (January)
    • (1996) Journal of Hydrologic Engineering , vol.1 , Issue.1 , pp. 11-19
    • Ponce, V.M.1    Hawkins, R.H.2
  • 163
    • 85031016150 scopus 로고    scopus 로고
    • Closure to “Runoff curve number: Has it reached maturity?
    • ASCE, July
    • Ponce, V. M., and Hawkins, R. H. (1997). “Closure to “Runoff curve number: Has it reached maturity?” Journal of Hydrologic Engineering, ASCE 2(4), 148. (July)
    • (1997) Journal of Hydrologic Engineering , vol.2 , Issue.4 , pp. 148
    • Ponce, V.M.1    Hawkins, R.H.2
  • 165
    • 27744481237 scopus 로고    scopus 로고
    • Seasonal variation in runoff curve numbers
    • University of Arizona (Watershed Management), Tucson AZ
    • Price, M. A. (1998) “Seasonal variation in runoff curve numbers.” MS thesis, University of Arizona (Watershed Management), Tucson AZ. 189pp.
    • (1998) MS Thesis , pp. 189
    • Price, M.A.1
  • 166
    • 85031037040 scopus 로고
    • Hydrograph synthesis using Landsat remote sensing and the SCS models
    • Goddard Space Flight Center, Greenbelt MD
    • Ragan, R. M., and Jackson, T. J. (1976). “Hydrograph synthesis using Landsat remote sensing and the SCS models.” Preprint X-913-76-161, Goddard Space Flight Center, Greenbelt MD. 57pp.
    • (1976) Preprint X-913-76-161 , pp. 57
    • Ragan, R.M.1    Jackson, T.J.2
  • 167
    • 0019115372 scopus 로고
    • Runoff synthesis using Landsat and SCS model
    • (HY5), May 1980
    • Ragan, R. M., and Jackson, T. J. (1980). “Runoff synthesis using Landsat and SCS model.” Proc Amer Soc Civ Eng 106 (HY5), May 1980, 667-678.
    • (1980) Proc Amer Soc Civ Eng , vol.106 , pp. 667-678
    • Ragan, R.M.1    Jackson, T.J.2
  • 168
    • 0018958606 scopus 로고
    • Origin and evolution of the SCS runoff equation
    • American Society of Civil Engineers, New York
    • Rallison, R. E. (1980). “Origin and evolution of the SCS runoff equation.” Proceedings of Symposium on Watershed Management 1980, American Society of Civil Engineers, New York, 912-924.
    • (1980) Proceedings of Symposium on Watershed Management 1980 , pp. 912-924
    • Rallison, R.E.1
  • 169
    • 0020274326 scopus 로고
    • Past, present and future SCS runoff procedure
    • V.P. Singh (ed.), Water Resources Publication, Littleton, CO
    • Rallison, R. E. and Miller, N. (1981). “Past, present and future SCS runoff procedure.” p353-364. in V.P. Singh (ed.). Rainfall runoff relationship. Water Resources Publication, Littleton, CO.
    • (1981) Rainfall Runoff Relationship , pp. 353-364
    • Rallison, R.E.1    Miller, N.2
  • 170
    • 0000794455 scopus 로고
    • Discussion of ‘Runoff curve numbers with varying site moisture.”
    • (IR4)
    • Rallison, R. E., and Cronshey, R. G. (1979). “Discussion of ‘Runoff curve numbers with varying site moisture’.” Proc Amer Soc Civ Eng 105(IR4), 439-441.
    • (1979) Proc Amer Soc Civ Eng , vol.105 , pp. 439-441
    • Rallison, R.E.1    Cronshey, R.G.2
  • 172
    • 84973443658 scopus 로고
    • Soil Conservation Service design hydrographs
    • (May 1962), and 5(2), 55-7 (Feb1963)
    • Reich, B. M. (1962). “Soil Conservation Service design hydrographs.” Transactions of the South African Institute of Civil Engineers 4(5) 77-87. (May 1962), and 5(2), 55-7 (Feb1963).
    • (1962) Transactions of the South African Institute of Civil Engineers , vol.4 , Issue.5 , pp. 77-87
    • Reich, B.M.1
  • 173
    • 85030980105 scopus 로고    scopus 로고
    • Voodoo hydrology
    • July-Aug 2006
    • Reese, A. J. (2006). “Voodoo hydrology.” Stormwater 7(5), July-Aug 2006. p42
    • (2006) Stormwater , vol.7 , Issue.5 , pp. 42
    • Reese, A.J.1
  • 174
    • 74949088385 scopus 로고    scopus 로고
    • Effects of land use on runoff curve numbers
    • University of Arizona (Watershed Management), Tucson, AZ
    • Rietz, P. D. (1999). “Effects of land use on runoff curve numbers.” MS thesis, University of Arizona (Watershed Management), Tucson, AZ. 115pp.
    • (1999) MS Thesis , pp. 115
    • Rietz, P.D.1
  • 175
    • 84876847169 scopus 로고    scopus 로고
    • Effects of land use on runoff curve number
    • (Edited by M. Flug and D. Frevert). American Society of Civil Engineers
    • Rietz, P. D., and Hawkins, R. H. (2000). “Effects of land use on runoff curve number.” Proceedings of Symposium on Watershed Management 2000, (Edited by M. Flug and D. Frevert). American Society of Civil Engineers. 11pp.
    • (2000) Proceedings of Symposium on Watershed Management 2000 , pp. 11
    • Rietz, P.D.1    Hawkins, R.H.2
  • 176
    • 0029253920 scopus 로고
    • Using curve numbers to determine baseline values of Green-Ampt effective hydraulic conductivities
    • February
    • Risse, L. M., Liu, B. Y., and Nearing, M. A. (1995). “Using curve numbers to determine baseline values of Green-Ampt effective hydraulic conductivities.” Water Resources Bulletin 31(1), 147-158. (February)
    • (1995) Water Resources Bulletin , vol.31 , Issue.1 , pp. 147-158
    • Risse, L.M.1    Liu, B.Y.2    Nearing, M.A.3
  • 177
    • 85031030628 scopus 로고
    • Guides for program development flood prevention on small watersheds
    • Intermountain Region, Ogden Utah, mimeo
    • Rosa, J. M. (1954). “Guides for program development flood prevention on small watersheds.” USDA, Forest Service, Intermountain Region, Ogden Utah. 152pp, mimeo.
    • (1954) USDA, Forest Service , pp. 152
    • Rosa, J.M.1
  • 179
    • 84861017238 scopus 로고    scopus 로고
    • Prepared by San Diego County Department of Public Works, Flood Control Section, Available (6-05) at
    • San Diego County (2003). San Diego County Hydrology Manual. Prepared by San Diego County Department of Public Works, Flood Control Section. 323pp. Available (6-05) at .
    • (2003) San Diego County Hydrology Manual. , pp. 323
  • 180
    • 85031008209 scopus 로고    scopus 로고
    • Adjustments to runoff curve number hydrology procedure for Texas hydrology
    • Sandrana, S. K. (2004a). “Adjustments to runoff curve number hydrology procedure for Texas hydrology.” Abstract at: .
    • (2004) Abstract At
    • Sandrana, S.K.1
  • 181
    • 85031047338 scopus 로고    scopus 로고
    • Development of a curve number design tool for TxDOT applications
    • Texas Tech University, Lubbock TX. [referenced in Thompson
    • Sandrana, S. K. (2004b). “Development of a curve number design tool for TxDOT applications.” MS thesis, Texas Tech University, Lubbock TX. [referenced in Thompson, 2000]
    • (2004) MS Thesis
    • Sandrana, S.K.1
  • 182
    • 0345173107 scopus 로고    scopus 로고
    • Improvements to the multiple event simulation method for urban and rural catchments
    • University of Hanover, Hanover, Germany, Sept 19-13. (F. Sieker and H-R Verworn, eds)
    • Sartor, J. (1996). “Improvements to the multiple event simulation method for urban and rural catchments.” Proceedings of the Seventh International Conference on Urban Storm Drainage. University of Hanover, Hanover, Germany, Sept 19-13. (F. Sieker and H-R Verworn, eds).
    • (1996) Proceedings of the Seventh International Conference on Urban Storm Drainage.
    • Sartor, J.1
  • 185
    • 0008617734 scopus 로고
    • Experimental examination of the rational method
    • American Society of Civil Engineers, HY6, November
    • Schaake, J. C., Geyer, J. C., and Knapp, J. W. (1967). “Experimental examination of the rational method.” Journal of the Hydraulics Division, American Society of Civil Engineers, 93(HY6), 353-370. (November)
    • (1967) Journal of the Hydraulics Division , vol.93 , pp. 353-370
    • Schaake, J.C.1    Geyer, J.C.2    Knapp, J.W.3
  • 186
    • 0030466349 scopus 로고    scopus 로고
    • Simple water balance model for estimating runoff at different spatial and temporal scales
    • Schaake, J. C., Koren, V. I., Duan, Q-Y, Mitchell, K., and Chen, F. (1996). “Simple water balance model for estimating runoff at different spatial and temporal scales.” Journal of Geophysical Research 101, 7461-7475.
    • (1996) Journal of Geophysical Research , vol.101 , pp. 7461-7475
    • Schaake, J.C.1    Koren, V.I.2    Duan, Q.-Y.3    Mitchell, K.4    Chen, F.5
  • 187
    • 79955076488 scopus 로고
    • SCS based design runoff
    • Department of Agricultural Engineering, University of Natal, Pietermaritzburg, RSA
    • Schmidt, E. J., and Schulze, R. E. (1987). “SCS based design runoff.” ACRU report No 24, Department of Agricultural Engineering, University of Natal, Pietermaritzburg, RSA.
    • (1987) ACRU Report No 24
    • Schmidt, E.J.1    Schulze, R.E.2
  • 188
    • 85030996599 scopus 로고
    • Regional indices of catchment soil water status prior to potential flood producing storms in Southern Africa
    • eds. Kienzle, S.W., and Maaren, H, University of Pretoria, RSA, 22-24 November 1989
    • Schmidt, E. J., and Schulze, R. E. (1989). “Regional indices of catchment soil water status prior to potential flood producing storms in Southern Africa.” In eds. Kienzle, S.W., and Maaren, H. Proceedings of the Fourth South African National Hydrological Symposium, University of Pretoria, RSA, 22-24 November 1989.
    • (1989) Proceedings of the Fourth South African National Hydrological Symposium
    • Schmidt, E.J.1    Schulze, R.E.2
  • 191
    • 0344063093 scopus 로고
    • Hydrological models for application to small rural catchments in southern Africa: Refinement and development
    • Water Research Commission, Pretoria, Republic of South Africa
    • Schulze, R. E. (1984). “Hydrological models for application to small rural catchments in southern Africa: Refinement and development.” WRC Report No 63/2/84, Water Research Commission, Pretoria, Republic of South Africa.
    • (1984) WRC Report No 63/2/84
    • Schulze, R.E.1
  • 192
    • 0022099945 scopus 로고
    • Hydrological characteristics and properties of soils in Southern Africa 1: Runoff response
    • July
    • Schulze, R. E. (1985). “Hydrological characteristics and properties of soils in Southern Africa 1: Runoff response”. Water SA 11(3), July 1985. 121-128.
    • (1985) Water SA , vol.11 , Issue.3 , pp. 121-128
    • Schulze, R.E.1
  • 193
    • 85104290632 scopus 로고
    • Nitrate Leaching and Economic Analysis Package (NLEAP): Model description and application
    • R.F. Follet et al. (Editors). Soil Science Society of America, Madison Wisconsin
    • Shaffer, M. J., Halvorson, A.D., and Pierce, F.D. (1991). “Nitrate Leaching and Economic Analysis Package (NLEAP): Model description and application.” In Managing Nitrogen for Groundwater Quality and Farm Profitability, R.F. Follet et al. (Editors). Soil Science Society of America, Madison Wisconsin, 285-322.
    • (1991) In Managing Nitrogen for Groundwater Quality and Farm Profitability , pp. 285-322
    • Shaffer, M.J.1    Halvorson, A.D.2    Pierce, F.D.3
  • 194
    • 85031000254 scopus 로고
    • National Engineering Handbook Series (NEHS), Technology, Part 630, Chapter 4, Storm Rainfall Depth
    • dated April 21, 1993
    • Shaw, R. R. (1993). “National Engineering Handbook Series (NEHS), Technology, Part 630, Chapter 4, Storm Rainfall Depth.” USDA, Soil Conservation Service internal memorandum, dated April 21, 1993. 1p.
    • (1993) USDA, Soil Conservation Service Internal Memorandum , pp. 1
    • Shaw, R.R.1
  • 195
    • 0003438404 scopus 로고
    • Procedure for identifying parameters affecting storm volumes in a semiarid environment
    • Simanton, J. R., Renard, K. G., and Sutter, N.G. (1973). “Procedure for identifying parameters affecting storm volumes in a semiarid environment.” USDA-ARS-W-1. 12pp.
    • (1973) USDA-ARS-W-1 , pp. 12
    • Simanton, J.R.1    Renard, K.G.2    Sutter, N.G.3
  • 199
    • 85031025346 scopus 로고
    • Existing-conditions hydrologic modeling for the Tucson stormwater management study, phase ii, stormwater master plan (Task 7, Subtask 7A.3)
    • Dresser & McKee, Lewis and Roca, Rillito Consulting Group, SWCA Inc, dated December 17, 1993, and revised November 15, 1995
    • Simons, Li & Associates. (1995). “Existing-conditions hydrologic modeling for the Tucson stormwater management study, phase ii, stormwater master plan (Task 7, Subtask 7A.3)” [Prepared in association with Camp, Dresser & McKee, Lewis and Roca, Rillito Consulting Group, SWCA Inc, dated December 17, 1993, and revised November 15, 1995]. 47pp.
    • (1995) Prepared in Association with Camp , pp. 47
  • 200
    • 85031045100 scopus 로고
    • Runoff conditions for converting storm rainfall to runoff with SCS curve numbers
    • Illinois Department of Energy and Natural Resources, State Water Survey Division
    • Singh, K. P. (1982). “Runoff conditions for converting storm rainfall to runoff with SCS curve numbers.” SWS Contract Report 288, Illinois Department of Energy and Natural Resources, State Water Survey Division. 59pp.
    • (1982) SWS Contract Report 288 , pp. 59
    • Singh, K.P.1
  • 203
    • 84978600323 scopus 로고
    • Soil Conservation Service runoff curve number estimates from Landsat data
    • AWRA
    • Slack, R. B., and Welch, R. (1980). “Soil Conservation Service runoff curve number estimates from Landsat data.” Water Resources Bulletin, AWRA. 16(5), 887-893.
    • (1980) Water Resources Bulletin , vol.16 , Issue.5 , pp. 887-893
    • Slack, R.B.1    Welch, R.2
  • 204
    • 2042494946 scopus 로고
    • A proposed infiltration model for use in simulation of field scale watershed hydrology
    • Feb 14-16, Arlington TX. 10pp, typed
    • Smith, R. E. (1978). “A proposed infiltration model for use in simulation of field scale watershed hydrology.” Paper presented at ARS Nonpoint Pollution Modeling Workshop, Feb 14-16, Arlington TX. 10pp, typed.
    • (1978) Paper Presented at ARS Nonpoint Pollution Modeling Workshop
    • Smith, R.E.1
  • 205
    • 0038594134 scopus 로고    scopus 로고
    • Discussion of ‘Runoff curve number: Has it reached maturity? by V.M. Ponce and R.H. Hawkins.”
    • American Society of Civil Engineers
    • Smith, R. E. (1997). “Discussion of ‘Runoff curve number: Has it reached maturity?’ by V.M. Ponce and R.H. Hawkins.” Journal of Hydrologic Engineering, American Society of Civil Engineers 2(4), 145-147.
    • (1997) Journal of Hydrologic Engineering , vol.2 , Issue.4 , pp. 145-147
    • Smith, R.E.1
  • 206
    • 84876840631 scopus 로고
    • Computation of runoff curve number from Landsat data
    • USDA-ARS, Hydrology Laboratory, Beltsville MD
    • Sneller, J. A. (1985). “Computation of runoff curve number from Landsat data”. Technical Report HL86-2, USDA-ARS, Hydrology Laboratory, Beltsville MD. 52pp.
    • (1985) Technical Report HL86-2 , pp. 52
    • Sneller, J.A.1
  • 207
    • 0038623413 scopus 로고
    • A review of selected watershed design methods for possible adoption to Iranian conditions
    • Watershed Science), Utah State University, Logan, UT
    • Sobhani, G. (1976). “A review of selected watershed design methods for possible adoption to Iranian conditions.” MS thesis (Watershed Science), Utah State University, Logan, UT. 148pp.
    • (1976) MS Thesis , pp. 148
    • Sobhani, G.1
  • 209
    • 27744580230 scopus 로고    scopus 로고
    • Curve number and peakflow response following Cerro Grande Fire on a small watershed
    • Williamsburg VA. Abstract in Proceedings CD, American Society of Civil Engineers, Reston VA
    • Springer, E.P. and Hawkins, R. H. (2005). “Curve number and peakflow response following Cerro Grande Fire on a small watershed.” Presentation at Watershed Management Conference 2005, Williamsburg VA. Abstract in Proceedings CD, American Society of Civil Engineers, Reston VA.
    • (2005) Presentation at Watershed Management Conference 2005
    • Springer, E.P.1    Hawkins, R.H.2
  • 210
    • 0029528874 scopus 로고
    • SCS runoff equation revisited for variable source runoff areas
    • American Society of Civil Engineers
    • Steenhuis, T. S., Mitchell, M., Rossing, J, and Walter, M. F. (1995). “SCS runoff equation revisited for variable source runoff areas.” Journal of Irrigation and Drainage Engineering, American Society of Civil Engineers 121(3), 234-238.
    • (1995) Journal of Irrigation and Drainage Engineering , vol.121 , Issue.3 , pp. 234-238
    • Steenhuis, T.S.1    Mitchell, M.2    Rossing, J.3    Walter, M.F.4
  • 211
    • 0020928106 scopus 로고
    • Field verification of runoff curve numbers for fallow rotations
    • May-Jun 1983
    • Steichen, J. M. (1983). “Field verification of runoff curve numbers for fallow rotations.” Journal of Soil and Water Conservation 38(3), 496-499. May-Jun 1983.
    • (1983) Journal of Soil and Water Conservation , vol.38 , Issue.3 , pp. 496-499
    • Steichen, J.M.1
  • 213
    • 0002512369 scopus 로고
    • Hydrology of forest lands
    • Section 22, V.T. Chow, Editor-in-Chief. McGraw-Hill, New York NY
    • Storey H. C., Hobba, R. L., and Rosa, J. M.(1964). “Hydrology of forest lands”. Section 22, pp1-52, in Handbook of Applied Hydrology, V.T. Chow, Editor-in-Chief. McGraw-Hill, New York NY.
    • (1964) In Handbook of Applied Hydrology , pp. 1-52
    • Storey, H.C.1    Hobba, R.L.2    Rosa, J.M.3
  • 214
    • 85030983872 scopus 로고
    • Photographic catalog of range sites and their hydrologic condition
    • USDA, Soil Conservation Service, Portland, Oregon
    • Styner, W. (1973). “Photographic catalog of range sites and their hydrologic condition.” RTSC TechnicalNote-Hydrology - PO-7 (rev). USDA, Soil Conservation Service, Portland, Oregon. 23pp.
    • (1973) RTSC Technicalnote-Hydrology - PO-7 (Rev). , pp. 23
    • Styner, W.1
  • 217
    • 85031017847 scopus 로고    scopus 로고
    • Climatic adjustment of NRCS curve numbers
    • Texas Tech University, Lubbock TX
    • Thompson, D. B. (2004). “Climatic adjustment of NRCS curve numbers.” TXDOT Project 2104-F. Texas Tech University, Lubbock TX. 25pp.
    • (2004) TXDOT Project 2104-F , pp. 25
    • Thompson, D.B.1
  • 219
    • 0029413433 scopus 로고
    • Calibration procedures for rational and USSCS design hydrographs
    • Amer Soc Civ Eng, 61-70. (Paper 5023, January)
    • Titmarsh, G. W., Cordery, I., and Pilgrim, D. H. (1995). “Calibration procedures for rational and USSCS design hydrographs.” Journal of Hydraulic Engineering 121(1) Amer Soc Civ Eng, 61-70. (Paper 5023, January)
    • (1995) Journal of Hydraulic Engineering , vol.121 , Issue.1
    • Titmarsh, G.W.1    Cordery, I.2    Pilgrim, D.H.3
  • 220
    • 85001686684 scopus 로고    scopus 로고
    • Closure to ‘Discussion on Calibration procedures for rational and USSCS design hydrographs.”
    • Amer Soc Civ Eng, March 1996
    • Titmarsh, G. W., Cordery, I., and Pilgrim, D. H. (1996). “Closure to ‘Discussion on Calibration procedures for rational and USSCS design hydrographs’.” Journal of Hydraulic Engineering Amer Soc Civ Eng, March 1996, p177.
    • (1996) Journal of Hydraulic Engineering , pp. 177
    • Titmarsh, G.W.1    Cordery, I.2    Pilgrim, D.H.3
  • 221
    • 0003502755 scopus 로고
    • HEC-1 flood hydrograph package, users manual
    • Davis CA, March
    • U.S. Army Corps of Engineers (1987). “HEC-1 flood hydrograph package, users manual.” The Hydrologic Engineering Center, Davis CA, March.
    • (1987) The Hydrologic Engineering Center
  • 222
    • 85031029845 scopus 로고
    • ARS Water Data: ARS/Access (CD)
    • Agricultural Research Service Water Data Center, 1999
    • USDA, Water Data Center. (1995). ARS Water Data: ARS/Access (CD). USDA-ARS Hydrology Lab, Beltsville, Maryland. Agricultural Research Service Water Data Center, 1999. .
    • (1995) USDA-ARS Hydrology Lab, Beltsville, Maryland
  • 223
    • 85031042959 scopus 로고
    • Table description of hydrologic soils groups
    • Region 4, Ogden Utah. In-service, unpublished Xerox. 1 page
    • UDSA, Forest Service. (1970?). “Table description of hydrologic soils groups.” US Forest Service, Region 4, Ogden Utah. In-service, unpublished Xerox. 1 page.
    • (1970) US Forest Service
  • 225
    • 85031013153 scopus 로고
    • (referenced in Chen, C. Soil Cover and Moisture Complex, Analysis of Parametric Models for Highway Hillslopes. PRWG106-5, UWRL, Logan Utah)
    • USDA, Soil Conservation Service. (1972). “Soil survey of Utah County, Utah” (referenced in Chen, C. Soil Cover and Moisture Complex, Analysis of Parametric Models for Highway Hillslopes. PRWG106-5, UWRL, Logan Utah).
    • (1972) Soil Survey of Utah County, Utah
  • 226
    • 85031029640 scopus 로고
    • Photographic catalog of range sites and their hydrologic condition
    • Portland, Oregon
    • USDA, Soil Conservation Service. (1973). “Photographic catalog of range sites and their hydrologic condition.” West Regional Technical Center, Portland, Oregon. 24pp.
    • (1973) West Regional Technical Center , pp. 24
  • 227
    • 85030990058 scopus 로고
    • Computer programs for project formulation
    • USDA, Washington DC
    • USDA, Soil Conservation Service. (1982). “Computer programs for project formulation.” Hydrology Technical Release 20. USDA, Washington DC.
    • (1982) Hydrology Technical Release , pp. 20
  • 228
    • 84977366500 scopus 로고
    • Urban hydrology for small watersheds
    • USDA-SCS, Engineering Division. USGPS, Washington DC
    • USDA, Soil Conservation Service. (1986). “Urban hydrology for small watersheds”. Technical Release 55, USDA-SCS, Engineering Division. USGPS, Washington DC.
    • (1986) Technical Release , pp. 55
  • 229
    • 0141880277 scopus 로고
    • Estimating runoff for conservation practices
    • USDA, Soil Conservation Service. (1990). “Estimating runoff for conservation practices.” Engineering Technical Note 210-18-TX5. 47pp.
    • (1990) Engineering Technical Note 210-18-TX5 , pp. 47
  • 230
    • 33646295314 scopus 로고
    • Soil survey manual
    • USDA, Soil Conservation Service. (1993). “Soil survey manual.” Available from USGPO .
    • (1993) Available from USGPO
  • 231
    • 85031006602 scopus 로고
    • Soil Survey Geographic (SSURGO) database: Data use information
    • Washington D.C
    • USDA. (1995). “Soil Survey Geographic (SSURGO) database: Data use information.“Miscellaneous Publication Number 1527, Washington D.C.
    • (1995) Miscellaneous Publication Number 1527
  • 233
    • 0026134316 scopus 로고
    • Runoff and peak discharge using Green-Ampt infiltration model
    • Amer Soc Civ Eng, March
    • Van Mullem, J. A. (1991a). “Runoff and peak discharge using Green-Ampt infiltration model.” Journal of Hydrologic Engineering, Amer Soc Civ Eng, 117(3). (March)
    • (1991) Journal of Hydrologic Engineering , vol.117 , Issue.3
    • Van Mullem, J.A.1
  • 235
    • 0030718709 scopus 로고    scopus 로고
    • Precipitation variability and curve numbers
    • Proceedings of the 27th Congress of the International Association of Hydraulic Research, San Francisco, CA. August 1997, Published by American Society of Civil Engineers, New York NY
    • Van Mullem, J. A. (1997). “Precipitation variability and curve numbers.” In Managing Water: Coping with Scarcity and Abundance. Proceedings of the 27th Congress of the International Association of Hydraulic Research, San Francisco, CA. August 1997. 518-523. Published by American Society of Civil Engineers, New York NY.
    • (1997) Managing Water: Coping with Scarcity and Abundance. , pp. 518-523
    • Van Mullem, J.A.1
  • 237
    • 27744606179 scopus 로고
    • Estimating the rainfall-runoff characteristics of selected small Utah watersheds
    • Utah State University, Logan, UT
    • Walker, C. H. (1970). “Estimating the rainfall-runoff characteristics of selected small Utah watersheds.” MS thesis (Water Resources Engineering), Utah State University, Logan, UT. 120pp.
    • (1970) MS Thesis (Water Resources Engineering) , pp. 120
    • Walker, C.H.1
  • 238
    • 31344452418 scopus 로고    scopus 로고
    • Discussion of ‘Curve number hydrology in water quality modeling: Uses, abuses, and future directions by D. C Garen and D. S. Moore.”
    • (December 2005)
    • Walker, M. T., and Shaw, S. B. (2005). “Discussion of ‘Curve number hydrology in water quality modeling: uses, abuses, and future directions’ by D. C Garen and D. S. Moore.” Journal of the American Water Resources Association (JAWRA) 41(6), (December 2005), 1491-1492.
    • (2005) Journal of the American Water Resources Association (JAWRA) , vol.41 , Issue.6 , pp. 1491-1492
    • Walker, M.T.1    Shaw, S.B.2
  • 241
    • 0025572082 scopus 로고
    • Predicting runoff from rangeland catchments: A comparison of two models
    • Wilcox, B. P., Rawls, W. J., Brakensick, D. L., and Wight, J. R. (1990). “Predicting runoff from rangeland catchments: a comparison of two models.” Water Resources Research, 26 (10) 2401-2410.
    • (1990) Water Resources Research , vol.26 , Issue.10 , pp. 2401-2410
    • Wilcox, B.P.1    Rawls, W.J.2    Brakensick, D.L.3    Wight, J.R.4
  • 243
    • 0025572082 scopus 로고
    • Modeling runoff from rangeland watersheds: A comparison of two models
    • Wilcox, B. P., Rawls, W. J., Brakensiek, D. L., and Wight, J. R. (1990). “Modeling runoff from rangeland watersheds: a comparison of two models.” Water Resources Research 26:2401-2410.
    • (1990) Water Resources Research , vol.26 , pp. 2401-2410
    • Wilcox, B.P.1    Rawls, W.J.2    Brakensiek, D.L.3    Wight, J.R.4
  • 244
    • 0038594134 scopus 로고    scopus 로고
    • Discussion ofRunoff curve number: Has it reached maturity?’ by V.M. Ponce and R. H. Hawkins.”
    • ASCE
    • Willeke, G. E. (1997). “Discussion of’Runoff curve number: has it reached maturity?’ by V.M. Ponce and R. H. Hawkins.” Journal of Hydrologic Engineering, ASCE, 2(4), 147-148.
    • (1997) Journal of Hydrologic Engineering , vol.2 , Issue.4 , pp. 147-148
    • Willeke, G.E.1
  • 245
    • 0016993337 scopus 로고
    • Water yield model using SCS curve numbers
    • American Society of Civil Engineers, HY9, September
    • Williams, J. D., and LaSeur, W. V. (1976). “Water yield model using SCS curve numbers.” Journal of the Hydraulics Division, American Society of Civil Engineers 102(HY9), 1241-1253 (September).
    • (1976) Journal of the Hydraulics Division , vol.102 , pp. 1241-1253
    • Williams, J.D.1    Laseur, W.V.2
  • 246
    • 85031020980 scopus 로고
    • Modeling approach to determining the relationship between erosion and soil productivity
    • Williams, J. R., Jones, C. A., and Davis, P. T. (1984). “Modeling approach to determining the relationship between erosion and soil productivity.” Soil Sci Soc Amer Journal 48(4), 800-805.
    • (1984) Soil Sci Soc Amer Journal , vol.48 , Issue.4 , pp. 800-805
    • Williams, J.R.1    Jones, C.A.2    Davis, P.T.3
  • 247
  • 248
    • 0002902437 scopus 로고
    • The EPIC model
    • V.P. Singh, Editor), Water Resources Publications, Highlands Ranch, CO
    • Williams, J. R. (1995). “The EPIC model.” In Computer Models of Watershed Hydrology (V.P. Singh, Editor), 909-1000. Water Resources Publications, Highlands Ranch, CO.
    • (1995) Computer Models of Watershed Hydrology , pp. 909-1000
    • Williams, J.R.1
  • 249
    • 0021439070 scopus 로고
    • An evaluation of the hydrologic soil groups used in the SCS runoff method on rangelands
    • Wood, M. K., and Blackburn, W. H. (1984). “An evaluation of the hydrologic soil groups used in the SCS runoff method on rangelands.” Water Resources Bulletin 20(3), 379-389.
    • (1984) Water Resources Bulletin , vol.20 , Issue.3 , pp. 379-389
    • Wood, M.K.1    Blackburn, W.H.2
  • 250
    • 5344239284 scopus 로고
    • Runoff curve numbers for semiarid range and forest conditions
    • Chicago IL, Paper No
    • Woodward, D. E. (1973). “Runoff curve numbers for semiarid range and forest conditions”, Presentation at 1973 Annual Meeting of ASAE, Chicago IL, Paper No. 73-309.
    • (1973) Presentation at 1973 Annual Meeting of ASAE , pp. 73-309
    • Woodward, D.E.1
  • 251
    • 85031000611 scopus 로고
    • Progress report ARS/SCS runoff curve number wok group
    • Chicago IL
    • Woodward, D. E. (1991). “Progress report ARS/SCS runoff curve number wok group”, ASAE Paper 912607. Chicago IL.
    • (1991) ASAE Paper 912607.
    • Woodward, D.E.1
  • 252
    • 27744445606 scopus 로고    scopus 로고
    • Consultants report prepared for American Forests, Washington DC
    • Woodward, D. E. (2003). “Curve Number and Water Quality Study”. Consultants report prepared for American Forests, Washington DC. 9pp.
    • (2003) Curve Number and Water Quality Study , pp. 9
    • Woodward, D.E.1
  • 255
  • 256
    • 33646377866 scopus 로고    scopus 로고
    • Implementation of a probabilistic curve number method in the PRZM model
    • August
    • Young, D. F., and Carleton, J. N. (2006). “Implementation of a probabilistic curve number method in the PRZM model.” Environmental Modeling and Software 21(6), 1172-1176. (August)
    • (2006) Environmental Modeling and Software , vol.21 , Issue.6 , pp. 1172-1176
    • Young, D.F.1    Carleton, J.N.2
  • 257
    • 33745942780 scopus 로고    scopus 로고
    • Discussion of ‘Another look at SCS CN method by S.K. Mishra and V. P. Singh.”
    • ASCE, Sept-Oct
    • Yu, B. (2001). “Discussion of ‘Another look at SCS CN method’ by S.K. Mishra and V. P. Singh.” Journal of Hydrologic Engineering, ASCE 6(5), 451-52. (Sept-Oct)
    • (2001) Journal of Hydrologic Engineering , vol.6 , Issue.5 , pp. 451-452
    • Yu, B.1
  • 258
    • 0032208039 scopus 로고    scopus 로고
    • Theoretical justification of the SCS method for runoff estimation
    • ASCE
    • Yu, B. (1998). “Theoretical justification of the SCS method for runoff estimation.” Journal of Irrigation and Drainage Engineering, ASCE 124(6), 306-310.
    • (1998) Journal of Irrigation and Drainage Engineering , vol.124 , Issue.6 , pp. 306-310
    • Yu, B.1
  • 260
    • 85030982648 scopus 로고
    • Simulation ereignsspezifischer Einflusse des Neiderschlag-Abfluss Prozsesses von Hochwasserereignissen kleiner Einzugsgebiete mit N-A-Modellen
    • TH Darmstadt
    • Zaiss, H. (1989). “Simulation ereignsspezifischer Einflusse des Neiderschlag-Abfluss Prozsesses von Hochwasserereignissen kleiner Einzugsgebiete mit N-A-Modellen.” Techn. Bericht des Instituts fur Ingerieurhydrologie un Hydraulik. TH Darmstadt, vol 42.
    • (1989) Techn. Bericht Des Instituts Fur Ingerieurhydrologie Un Hydraulik. , vol.42
    • Zaiss, H.1
  • 261
    • 18844460527 scopus 로고    scopus 로고
    • Comparison of nine uncalibrated runoff models to observed flows in two small urban watersheds
    • April 19-23, 1998, Las Vegas, NV: Subcommittee on Hydrology of the Interagency Advisory Committee on Water Data, 7-163 to 7-170
    • Zarriello, P. J. (1998). “Comparison of nine uncalibrated runoff models to observed flows in two small urban watersheds.” in Proceedings of the First Federal Interagency Hydrologic Modeling Conference, April 19-23, 1998, Las Vegas, NV: Subcommittee on Hydrology of the Interagency Advisory Committee on Water Data, 7-163 to 7-170.
    • (1998) In Proceedings of the First Federal Interagency Hydrologic Modeling Conference
    • Zarriello, P.J.1
  • 262
    • 85031008923 scopus 로고
    • Hydrology manual for engineering design and floodplain management within Pima County, Arizona for the prediction of peak discharge from surface runoff on small semiarid watershed for 2-year through 100-year flood recurrence intervals
    • Tucson, Arizona. (Second Printing with errata revisions)
    • Zeller, M. E. (1981). “Hydrology manual for engineering design and floodplain management within Pima County, Arizona for the prediction of peak discharge from surface runoff on small semiarid watershed for 2-year through 100-year flood recurrence intervals.” Pima County Department of Transportation and Flood Control District, Tucson, Arizona. (Second Printing with errata revisions). 147pp.
    • (1981) Pima County Department of Transportation and Flood Control District , pp. 147
    • Zeller, M.E.1
  • 265
    • 0008852917 scopus 로고
    • Spatial and seasonal variability of field measured infiltration rates on a rangeland site in Utah
    • September
    • Achouri, M., and Gifford, G. F. (1984). “Spatial and seasonal variability of field measured infiltration rates on a rangeland site in Utah.” J. Range Management 37(5), 451-455. September.
    • (1984) J. Range Management , vol.37 , Issue.5 , pp. 451-455
    • Achouri, M.1    Gifford, G.F.2
  • 266
    • 84958550158 scopus 로고
    • Relationship between rainfall and storm runoff for selected Arizona watersheds
    • Watershed Science, Utah State University, Logan UT
    • Anderson, R. J. (1980). “Relationship between rainfall and storm runoff for selected Arizona watersheds.” M.S. thesis, Watershed Science, Utah State University, Logan UT. 64pp.
    • (1980) M.S. Thesis , pp. 64
    • Anderson, R.J.1
  • 271
    • 85031016825 scopus 로고
    • A computer based approach to estimating runoff curve numbers using Landsat data
    • USDA Hydrology Laboratory, Beltsville, MD
    • Bondelid, T. R., Jackson, T. J., and McCuen, R. H. (1981). “A computer based approach to estimating runoff curve numbers using Landsat data”, AgRISTARS Technical. Report. CR-R1-04040, USDA Hydrology Laboratory, Beltsville, MD.
    • (1981) Agristars Technical. Report. CR-R1-04040
    • Bondelid, T.R.1    Jackson, T.J.2    McCuen, R.H.3
  • 274
    • 0020330931 scopus 로고
    • An infiltration based runoff model for a standardized 24-hour rainfall
    • Brakensiek, D. L., and Rawls, W. J. (1982). “An infiltration based runoff model for a standardized 24-hour rainfall.” Trans Amer Soc Agric Eng 25(6), 1607-1611.
    • (1982) Trans Amer Soc Agric Eng , vol.25 , Issue.6 , pp. 1607-1611
    • Brakensiek, D.L.1    Rawls, W.J.2
  • 276
    • 0024683705 scopus 로고
    • Auto-Cad-based watershed information system for the hydrologic model HEC-1
    • WARBAQ
    • Cline, T. J., Molinas, A. and Julien, P. Y. (1989). “Auto-Cad-based watershed information system for the hydrologic model HEC-1.” Water Resources Bulletin WARBAQ, 25(3). 641-652.
    • (1989) Water Resources Bulletin , vol.25 , Issue.3 , pp. 641-652
    • Cline, T.J.1    Molinas, A.2    Julien, P.Y.3
  • 277
    • 84930131274 scopus 로고
    • Discussion of ‘Antecedent moisture condition probabilitiesby D. D. Gray et al.”
    • Amer Soc Civ Eng, IR2
    • Cronshey, R. G. (1983). “Discussion of ‘Antecedent moisture condition probabilities’by D. D. Gray et al.” Journal of. Irrigation and Drainage Engineering Division, Amer Soc Civ Eng 109(IR2), 296-298.
    • (1983) Journal Of. Irrigation and Drainage Engineering Division , vol.109 , pp. 296-298
    • Cronshey, R.G.1
  • 278
    • 85030972688 scopus 로고
    • Sediment yield prediction from Black Mesa spoils
    • ASAS Winter Meeting New Orleans, LA
    • Fogel, M. M., Hekman Jr., L. H., and Vandivers, W. (1979). “Sediment yield prediction from Black Mesa spoils.” Paper 79-2539 Presentation at 1979 ASAS Winter Meeting New Orleans, LA.
    • (1979) Paper 79-2539 Presentation at 1979
    • Fogel, M.M.1    Hekman, L.H.2    Vandivers, W.3
  • 279
    • 0021562098 scopus 로고
    • Using Curve Numbers from simulated rainfall to derive runoff characteristics of contour bay catchments
    • Preprints of papers; pages 304-307. Barton ACT, Institution of Engineers, Australia, no 84/6
    • Glanville, S.G., Fairburn, D.M., and Silburn, M. (1984). "Using Curve Numbers from simulated rainfall to derive runoff characteristics of contour bay catchments." In Conference on Agricultural Engineering 1984: Agricultural Engineering Innovation. Preprints of papers; pages 304-307. Barton ACT, Institution of Engineers, Australia, no 84/6.
    • (1984) In Conference on Agricultural Engineering 1984: Agricultural Engineering Innovation.
    • Glanville, S.G.1    Fairburn, D.M.2    Silburn, M.3
  • 282
    • 0017477836 scopus 로고
    • Predicting storm flow and peak flow from small basins in humid areas by the R-index method
    • Hewlett, J. D., Cunningham, G. B., and Troendle, C. A. (1977). “Predicting storm flow and peak flow from small basins in humid areas by the R-index method.” Water Resources Bulletin. 13(2):231-253.
    • (1977) Water Resources Bulletin , vol.13 , Issue.2 , pp. 231-253
    • Hewlett, J.D.1    Cunningham, G.B.2    Troendle, C.A.3
  • 283
    • 0021639986 scopus 로고
    • Additional tests on the effect of rainfall intensity on storm flow and peak flow from wild-land basins
    • Hewlett, J. D., and Fortson, J. C. (1984). “Additional tests on the effect of rainfall intensity on storm flow and peak flow from wild-land basins.” Water Resources Research. 20(7), 985-989.
    • (1984) Water Resources Research , vol.20 , Issue.7 , pp. 985-989
    • Hewlett, J.D.1    Fortson, J.C.2
  • 284
    • 85031004453 scopus 로고
    • Personnel communication to William H. Sammons
    • Soil Conservation Service, Washington DC
    • Hjelmfelt, Jr., A.T. (1979). Personnel communication to William H. Sammons. USDA, Soil Conservation Service, Washington DC.
    • (1979) USDA
    • Hjelmfelt, A.T.1
  • 285
    • 2442672215 scopus 로고
    • Curve number procedure as infiltration method
    • ASCE, HY6
    • Hjelmfelt, Jr., A.T. (1980). “Curve number procedure as infiltration method.” Journal of Hydraulics Division, ASCE, 106(HY6), 1107-1110.
    • (1980) Journal of Hydraulics Division , vol.106 , pp. 1107-1110
    • Hjelmfelt, A.T.1
  • 288
    • 11644290076 scopus 로고
    • USDHAL-70 model of watershed hydrology
    • Holtan, H. N. and Lopez, N. C. (1971). “USDHAL-70 model of watershed hydrology.” USDA, Tech. Bull. 1435.
    • (1971) USDA, Tech. Bull. , pp. 1435
    • Holtan, H.N.1    Lopez, N.C.2
  • 289
    • 0020291480 scopus 로고
    • Improved estimates of storm flow volume using the SCS curve number method
    • V.P. Singh, ed), Water Resources Publications, Littleton, CO
    • Hope, A. S., and Schultze, R. E. (1982). “Improved estimates of storm flow volume using the SCS curve number method.” In Rainfall Runoff Relationships, (V.P. Singh, ed), Water Resources Publications, Littleton, CO. 419-428.
    • (1982) Rainfall Runoff Relationships , pp. 419-428
    • Hope, A.S.1    Schultze, R.E.2
  • 291
    • 70350355230 scopus 로고
    • A method for estimating volume and rate of runoff in small watersheds
    • USDA SCS Washington DC
    • Kent, K. M. (1968). “A method for estimating volume and rate of runoff in small watersheds.” Technical Paper 149, USDA SCS Washington DC.
    • (1968) Technical Paper 149
    • Kent, K.M.1
  • 293
    • 27744523184 scopus 로고
    • Evaluating hydrologic models and methods in northern Virginia
    • Virginia Polytechnic Institute and State University; ASCE International Conference on Water Resource Engineering San Antonio TX
    • Kibler, D. F., Small, A. B., and Pasqual, R. F. (1995). “Evaluating hydrologic models and methods in northern Virginia.” Virginia Tech Research Paper Evaluating Runoff Models Blacksburg VA. Virginia Polytechnic Institute and State University; ASCE International Conference on Water Resource Engineering San Antonio TX.
    • (1995) Virginia Tech Research Paper Evaluating Runoff Models Blacksburg VA.
    • Kibler, D.F.1    Small, A.B.2    Pasqual, R.F.3
  • 294
    • 85030994603 scopus 로고
    • The curve number method
    • ILRI Publ. 16, Institute for Land Reclamation and Improvement, Wageningen, The Netherlands
    • Kraijenhoff van de Leur, D.A., (1973). “The curve number method.” In ILRI Publ. 16, Vol. II, Drainage Principles and Applications, pp281-285. Institute for Land Reclamation and Improvement, Wageningen, The Netherlands.
    • (1973) Drainage Principles and Applications , vol.2 , pp. 281-285
    • Kraijenhoff Van De Leur, D.A.1
  • 296
    • 85031048024 scopus 로고
    • Comprehensive survey and analysis, Black River Barometer Watershed, Apache National Forest
    • Leven, A. A., and Stender, P. J. (1967). “Comprehensive survey and analysis, Black River Barometer Watershed, Apache National Forest.” USDA-Forest Service, R-3. ca 100pp.
    • (1967) Usda-Forest Service, R-3. , pp. 100
    • Leven, A.A.1    Stender, P.J.2
  • 297
    • 0024163839 scopus 로고
    • Applicability of the Soil Conservation Service equations for runoff predictions in the Ottawa-St.Lawrence Lowlands
    • Madramootoo, C. A., and Enright, P. (1988). “Applicability of the Soil Conservation Service equations for runoff predictions in the Ottawa-St.Lawrence Lowlands.” Canadian Journal of Civil Engineering, 15(5): 759-765.
    • (1988) Canadian Journal of Civil Engineering , vol.15 , Issue.5 , pp. 759-765
    • Madramootoo, C.A.1    Enright, P.2
  • 298
    • 85040957459 scopus 로고
    • Using GIS to assess spatial variability of SCS curve number at the basin scale
    • International Association of Hydrology
    • Mancini, M., and Rosso, R. (1989). “Using GIS to assess spatial variability of SCS curve number at the basin scale.” In Proceedings of a symposium, New Directions of Surface water modeling, International Association of Hydrology, 435-444.
    • (1989) In Proceedings of a Symposium, New Directions of Surface Water Modeling , pp. 435-444
    • Mancini, M.1    Rosso, R.2
  • 299
    • 85031002820 scopus 로고    scopus 로고
    • Modified soil antecedent moisture conditions for curve number method
    • (Sept 4-12) Freiburg Germany
    • Malekian, A. (2004). “Modified soil antecedent moisture conditions for curve number method.” Abstract in Proceedings (CD) EUROSOL Conference 2004, (Sept 4-12) Freiburg Germany.
    • (2004) Abstract in Proceedings (CD) EUROSOL Conference 2004
    • Malekian, A.1
  • 300
    • 84929972692 scopus 로고
    • Discussion of ‘Antecedent moisture condition probabilities by D. D. Gray et al.”
    • Amer Soc Civ Eng
    • McCuen, R. H., (1983). “Discussion of ‘Antecedent moisture condition probabilities’ by D. D. Gray et al.” Journal of Irrigation and Drainage Engineering. Amer Soc Civ Eng, 109(2), 300-302.
    • (1983) Journal of Irrigation and Drainage Engineering , vol.109 , Issue.2 , pp. 300-302
    • McCuen, R.H.1
  • 301
    • 84929978544 scopus 로고
    • Application of bias correction in computing runoff condition probabilities
    • Dec. 13-16, 1988. Paper 88-2516
    • Mills, W. C., Snyder, W. M. and Thomas, A. W. (1988). “Application of bias correction in computing runoff condition probabilities.” Presented at ASAE Winter Meeting, Dec. 13-16, 1988. Paper 88-2516, 20pp.
    • (1988) Presented at ASAE Winter Meeting , pp. 20
    • Mills, W.C.1    Snyder, W.M.2    Thomas, A.W.3
  • 302
    • 85030987916 scopus 로고
    • Computing unbiased retention parameters probabilities from rainfall and runoff data
    • Dec. 17-20 Paper No. 912609
    • Mills, W. C., Snyder, W. M. and Thomas, A. W. (1991). “Computing unbiased retention parameters probabilities from rainfall and runoff data.” Presented at ASAE Winter Meeting, Dec. 17-20 Paper No. 912609
    • (1991) Presented at ASAE Winter Meeting
    • Mills, W.C.1    Snyder, W.M.2    Thomas, A.W.3
  • 303
    • 0037947166 scopus 로고    scopus 로고
    • Operation of a multipurpose reservoir
    • University of Roorkee, Roorkee-247 667, U.P, India
    • Mishra, S. K. (1998). “Operation of a multipurpose reservoir.” Ph.D. thesis, University of Roorkee, Roorkee-247 667, U.P, India.
    • (1998) Ph.D. Thesis
    • Mishra, S.K.1
  • 304
    • 38149026428 scopus 로고    scopus 로고
    • Long-term hydrologic simulation using SCS-CN method
    • Roorkee-247 667, UP, India
    • Mishra, S. K. (1998). “Long-term hydrologic simulation using SCS-CN method.” Technical Report, National Institute of Hydrology, Roorkee-247 667, UP, India.
    • (1998) Technical Report, National Institute of Hydrology
    • Mishra, S.K.1
  • 308
    • 1242265214 scopus 로고    scopus 로고
    • Partitioning analog for metal elements in urban rainfall-runoff overland flow using the Soil Conservation Service curve number concept
    • Amer Soc Civ Eng 130:2 (February)
    • Mishra, S. K., Sansalone, J. J., and Singh, V. P. (2004). “Partitioning analog for metal elements in urban rainfall-runoff overland flow using the Soil Conservation Service curve number concept.” Journal of Environmental Engineering, Amer Soc Civ Eng 130:2 (February). 145-154.
    • (2004) Journal of Environmental Engineering , pp. 145-154
    • Mishra, S.K.1    Sansalone, J.J.2    Singh, V.P.3
  • 311
    • 85030975465 scopus 로고
    • The use of multispectral aerial video to determine land cover for hydrologic simulations in small urban watersheds
    • University of Arizona (Watershed Management), Tucson AZ
    • Potter, T. R. (1993). “The use of multispectral aerial video to determine land cover for hydrologic simulations in small urban watersheds.” MS thesis, University of Arizona (Watershed Management), Tucson AZ, 100pp.
    • (1993) MS Thesis , pp. 100
    • Potter, T.R.1
  • 312
    • 0020924508 scopus 로고
    • Runoff curve numbers for conservation tillage
    • (May-Jun 1983)
    • Rawls, W. J., and Richardson, H. (1983). “Runoff curve numbers for conservation tillage.” Journal Soil and Water Conservation 38(3), (May-Jun 1983), 496-499.
    • (1983) Journal Soil and Water Conservation , vol.38 , Issue.3 , pp. 496-499
    • Rawls, W.J.1    Richardson, H.2
  • 313
    • 0026223008 scopus 로고
    • Runoff curve numbers for reclaimed surface mines in Pennsylvania
    • Amer Soc Civ Eng
    • Ritter, J. B., and Gardner, T. W. (1991). “Runoff curve numbers for reclaimed surface mines in Pennsylvania.” Journal of Irrigation and Drainage Division, Amer Soc Civ Eng 117(5).
    • (1991) Journal of Irrigation and Drainage Division , vol.117 , Issue.5
    • Ritter, J.B.1    Gardner, T.W.2
  • 314
    • 2442488140 scopus 로고
    • Soil water accounting using SCS hydrologic soil classification
    • National Institute of Hydrology, Roorkee (India)
    • Soni, B., and Mishra, G. C. (1985). “Soil water accounting using SCS hydrologic soil classification.” Case Study, National Institute of Hydrology, Roorkee (India).
    • (1985) Case Study
    • Soni, B.1    Mishra, G.C.2
  • 315
    • 27744580230 scopus 로고    scopus 로고
    • Curve number and peak responses following the Cerro Grande fire on a small watershed
    • American Society of Civil Engineers, Reston VA
    • Springer, E. P., and Hawkins, R. H. (2005). “Curve number and peak responses following the Cerro Grande fire on a small watershed.” Proceedings Watershed Management 2005 (CD). American Society of Civil Engineers, Reston VA. 12pp.
    • (2005) Proceedings Watershed Management 2005 (CD). , pp. 12
    • Springer, E.P.1    Hawkins, R.H.2
  • 317
    • 0002512369 scopus 로고
    • Hydrology of forest lands and rangelands
    • (V.T. Chow, Editor), McGraw-Hill Book Company, New York NY
    • Storey, H. C., Hobba, R. L., and Rosa, J. M. (1964). "Hydrology of forest lands and rangelands." Section 22, in Handbook of Applied Hydrology (V.T. Chow, Editor), McGraw-Hill Book Company, New York NY.
    • (1964) Section 22, in Handbook of Applied Hydrology
    • Storey, H.C.1    Hobba, R.L.2    Rosa, J.M.3
  • 318
    • 0025477318 scopus 로고
    • Runoff volume estimation using GIS techniques
    • Stuebe, M. M., and Johnson, D. M. (1990). “Runoff volume estimation using GIS techniques.” Water Resources Bulletin 26 (4), 611-620.
    • (1990) Water Resources Bulletin , vol.26 , Issue.4 , pp. 611-620
    • Stuebe, M.M.1    Johnson, D.M.2
  • 319
    • 0008652764 scopus 로고
    • The Illinois urban drainage area simulator, ILLUDAS
    • Illinois State Water Survey, Urbana IL
    • Terstrip, M. L., and Stall, J. B. (1974). “The Illinois urban drainage area simulator, ILLUDAS.” Bulletin #58, Illinois State Water Survey, Urbana IL.
    • (1974) Bulletin #58
    • Terstrip, M.L.1    Stall, J.B.2
  • 320
    • 85030986565 scopus 로고
    • Infiltration/loss analysis
    • U.S.A.C.E., Washington DC
    • U.S. Army Corps of Engineer. (1993). “Infiltration/loss analysis.” Chapter 6 in EM-1110-29021. U.S.A.C.E., Washington DC.
    • (1993) Chapter 6 in EM-1110-29021
  • 321
    • 85031004207 scopus 로고    scopus 로고
    • NRCS National Engineering Handbook
    • Nov 2007
    • USDA, Natural Resource Conservation Service. (2003). NRCS National Engineering Handbook, Part 630, Hydrology. (Nov 2007)
    • (2003) Part 630, Hydrology
  • 322
    • 84930116229 scopus 로고
    • Applications of the Green Ampt infiltration model to watersheds in Montana and Wyoming
    • Montana State University, Bozeman MT
    • Van Mullem, J. A. (1989). “Applications of the Green Ampt infiltration model to watersheds in Montana and Wyoming.” MS thesis, Montana State University, Bozeman MT.
    • (1989) MS Thesis
    • Van Mullem, J.A.1
  • 323
    • 0026255623 scopus 로고
    • Precipitation distributions and Green-Ampt runoff
    • Amer Soc Civ Eng, November
    • Van Mullem, J. A. (1991). “Precipitation distributions and Green-Ampt runoff.” Journal of Irrigation and Drainage Division, Amer Soc Civ Eng. 117(6). (November)
    • (1991) Journal of Irrigation and Drainage Division , vol.117 , Issue.6
    • Van Mullem, J.A.1
  • 324
    • 85001790604 scopus 로고    scopus 로고
    • Discussion on ‘Calibration procedures for rational and USSCS design methods.”
    • Amer Soc Civ Eng, March
    • Van Mullem, J. A., and Woodward, D. E. (1996). “Discussion on ‘Calibration procedures for rational and USSCS design methods’.” Journal of Hydraulic Engineering, Amer Soc Civ Eng, 176-177. (March)
    • (1996) Journal of Hydraulic Engineering , pp. 176-177
    • Van Mullem, J.A.1    Woodward, D.E.2
  • 328
  • 329
    • 0027038041 scopus 로고
    • Runoff prediction from sagebrush rangelands using water erosion prediction project (WEPP) technology
    • Wilcox, B. P., Sbaa, M., Blackburn, W. H., and Milligan, J. H. (1992). “Runoff prediction from sagebrush rangelands using water erosion prediction project (WEPP) technology.” Journal of Range Management 45, 470-475.
    • (1992) Journal of Range Management , vol.45 , pp. 470-475
    • Wilcox, B.P.1    Sbaa, M.2    Blackburn, W.H.3    Milligan, J.H.4
  • 333
    • 85031020980 scopus 로고
    • A modeling approach to determining the relationship between erosion and soil productivity
    • Williams, J. R., Jones, C. A., and Davis, P. T. (1984). “A modeling approach to determining the relationship between erosion and soil productivity.” Soil Sci Soc Amer Journal 48(4), 800-805.
    • (1984) Soil Sci Soc Amer Journal , vol.48 , Issue.4 , pp. 800-805
    • Williams, J.R.1    Jones, C.A.2    Davis, P.T.3
  • 334
    • 85031024490 scopus 로고
    • Discussion of ‘Grid-based application of runoff curve numbers by Dale White.”
    • Amer Soc Civ Eng
    • Woodward, D. E., and Cronshey, R. G. (1989). “Discussion of ‘Grid-based application of runoff curve numbers’ by Dale White.” Journal of Water Resources Planning and Management, Amer Soc Civ Eng, 114 (6), 601-612.
    • (1989) Journal of Water Resources Planning and Management , vol.114 , Issue.6 , pp. 601-612
    • Woodward, D.E.1    Cronshey, R.G.2
  • 335
    • 0027036249 scopus 로고
    • Progress report ARS/SCS curve number work group
    • ASCE, New York, N.Y
    • Woodward, D. E., and Gburek, W. J. (1992). “Progress report ARS/SCS curve number work group.” Proceedings. ASCE Water Forum’92, ASCE, New York, N.Y., 378-382.
    • (1992) Proceedings. ASCE Water Forum’92 , pp. 378-382
    • Woodward, D.E.1    Gburek, W.J.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.