DISCUSSIONS AND CLOSURES
Jan 1, 2000

Theoretical Justification of SCS Method for Runoff Estimation

Publication: Journal of Irrigation and Drainage Engineering
Volume 126, Issue 1
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References

1.
Hawkins, R. H. (1982). “Distribution of loss rates implicit in the SCS runoff equation.” Proc., Joint Mtg. of Arizona-Nevada Acad. of Sci., and Arizona Section Am. Water Resour. Assoc.
2.
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.” J. Geophys. Res., 101, 7461–7475.
3.
Boughton, W. C. (1987). “Evaluating partial areas of watershed runoff.”J. Irrig. and Drain. Engrg., ASCE, 113(3), 356–366.
4.
Levy, G., and Papps, D. (1999). “Development of a standardized storm runoff estimation methodology for the Auckland Region.” Proc., Comprehensive Stormwater & Aquatic Ecosystem Mgmt.
5.
Ponce, V. M., and Hawkins, R. H. (1996). “Runoff curve number: Has it reached maturity?”J. Hydrologic Engrg., ASCE, 1(1), 11–19.
6.
Priestley, S. J. (1997). “Storage model for infiltration.” Proc., 24th Hydro. & Water Resour. Symp.
7.
Moore, R. J. (1985). “The probability-distributed principle and runoff production at point and basin scales.” Hydrological Sci. J., 30, 273–297.

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Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 126Issue 1January 2000
Pages: 74 - 76

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Published online: Jan 1, 2000
Published in print: Jan 2000

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Grad. Res. Asst., Civ. and Envir. Engrg., Utah State Univ., Logan, UT 86322-4110.
Prin., Beca Carter Hollings and Ferner Ltd., Consulting Engrs., New Zealand.
Sr. Lect., Facu. of Envir. Sci., Griffith Univ., Nathan, Qld 4111, Australia.

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