Discussion of “Modifications to SCS-CN Method for Long-Term Hydrologic Simulation” by K. Geetha, S. K. Mishra, T. I. Eldho, A. K. Rastogi, and R. P. Pandey
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Volume 136, Issue 6
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References
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Hawkins, R. H., Van Mullem, J. A., Woodward, D. E., Hjelmfelt A. T. Jr., and Jiang, R. (2002). “Curve number method: Examination of the initial abstraction ratio.” Proc., 2nd Federal Interagency Hydrologic Modeling Conf. (CD-ROM), Subcommittee on Hydrology, ACWI, Reston, Va.
Kibler, D. F. (1982). “Desktop methods for urban stormwater calculations.” Urban stormwater hydrology, D. F. Kibler, ed., American Geophysical Union, Washington, D.C., 87–135.
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Rallison, R. E. (1980). “Origin and evolutions of the SCS runoff equation.” Proc., Symp. on Watershed Management ’80, ASCE, New York.
Soil Conservation Service (SCS). (1955). National engineering handbook, Hydrology, Supplement A., SCS, Washington, D.C.
Woodward, D. E., and Cronshey, R. G. (1992). “Discussion of ‘Investigation of curve number procedure’ by Allen T. Hjelmfelt Jr.” J. Hydraul. Eng., 118(6), 951–952.
Woodward, D. E., Hawkins, R. H., Jiang, R., and Hjelmfelt, A. T., Jr. (2003). “Runoff curve number method: Examination of the initial abstraction ratio.” Proc., World Water and Environmental Resources Conf. (CD-ROM), ASCE, Reston, Va.
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Published In
Journal of Irrigation and Drainage Engineering
Volume 136 • Issue 6 • June 2010
Pages: 444 - 446
Copyright
© 2010 ASCE.
History
Received: Jun 23, 2008
Accepted: Jun 27, 2008
Published online: May 14, 2010
Published in print: Jun 2010
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