Scs runoff equation revisited for variable-source runoff areas

Journal of Irrigation and Drainage Engineering

Volumn 122, Issue 5, 1996, Pages 319-320

  Hawkins, Richard H ^a   Steenhuis, Tammo S ^b   Frankenberger, Jane Rössing ^c   Winchell, Michael ^a   Zollweg, James A ^d   Walter, Michael F ^b  

^a UNIVERSITY OF ARIZONA   (United States)

^b Department of Obstetrics Gynecology   (United States)

^c Purdue University   (United States)

^d AGRICULTURAL RESEARCH SERVICE   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 85001760496     PISSN: 07339437     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9437(1996)122:5(319)     Document Type: Article

References (11)

1. Bras, R. L., and Rodriguiz-Iturbe, I. (1985). Random fonctions and hydrology. Addison-Wesley Publishing Co., Reading, Mass.
2. Hawkins, R. H. (1981). “Interpretations of source area variability in rainfall-runoff relationships.” Int. Symp. on Rainfall-Runoff Modeling, Mississippi State Univ., Water Resources Publications, Littleton, Colo.
3. Hawkins, R. H. (1982). “Loss rate distribution implicit in the SCS runoff equation.” Proc., Joint Meeting of Arizona-Nevada Acad, of Sci., and Arizona Section Am. Water Resour. Assoc.
4. Hawkins, R. H., and Achlil, K. (1981). “Modeling rainfall-runoff using distributed loss rate on a semi-arid watershed.” AGU Chapman Conf, Pingree Park, Colo.
5. Hawkins, R. H., and Cundy, T. C. (1982). “A spatial loss rate distribution implicit in the curve number method.” Proc., Colorado State Univ.- AGU Hydro. Days, Colorado State Univ., Fort Collins, Colo.
6. Hawkins, R. H., and Cundy, T. W. (1987). “Steady state analysis of infiltration and overland flow for spatially-varied hillslopes.” Water Resour. Bull., 23(2), 251-256.
7. Hawkins, R. H., and Cundy, T. W. (1989). “A continuous distributed model of storage dominated watershed runoff.” J. Irrig, and Drain. Engrg., ASCE, 115(2), 305-311.
8. Hawkins, R. H., Hjelmfelt, A. T. Jr., and Zevenbergen, A. W. (1985). “Runoff probability, storm depth and curve numbers.” J. Irrig, and Drain. Engrg., ASCE, 111(4), 220- 230.
9. Ponce, V. L., and Hawkins, R. H. (1996). “Runoff curve number: Has it reached maturity?” J. Hydrol. Engrg., ASCE, 1(1), 11-19.
10. Frankenberger, J. (1996). “Identification of critical runoff generating areas using a variable source area model,” Unpublished Ph.D. thesis, Department of Agricultural and Biological Engineering, Cornell University, Ithaca, N.Y.
11. Hawkins, R. H., Hjelmfelt, Jr., A. T., and Zevenberger, A. W. (1985). “Runoff probability, storm depth and curve numbers.” J. Irrig, and Drain. Engrg., ASCE, 111(4), 330-340.