DISCUSSIONS AND CLOSURES
Jul 1, 1996
Closure to “Peak Outflow from Breached Embankment Dam” by David C. Froehlich
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Volume 122, Issue 4
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References
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Buckingham, E. (1914). “On physically similar systems: illustrations of the use of dimensional equations.” Physical Rev., 4(4), 345–376.
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Costa, J. E., and O'Connor, J. E. (1995). “Geomorphically effective floods.” in Natural and Anthropogenic Influences in Fluvial Geomorphology, Geophysical Monograph No. 89, Costa, J. E., Miller, A. J., Potter, K. W., and Wilcock, P. R. (eds.). Am. Geophysical Union, Washington, D.C.
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Evaluation procedures for hydrologic safety of dams. (1988). American Society of Civil Engineers, New York, N.Y.
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Follansbee, R., and Jones, E. E. (1922). “The Arkansas River flood of June 3–5, 1921.” Water‐Supply Paper 487, U.S. Geological Survey, Washington, D.C.
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Froehlich, D. C. (1987). “Embankment‐dam breach parameters.” Proc., 1987 Nat. Conf. on Hydr. Engrg., ASCE, New York, N.Y., 570‐575.
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Martins, R. (1981). “The origin of dimensional analysis.” J. Franklin Inst., 331(3), 331–334.
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The world almanac and book of facts. (1995). Newspaper Enterprise Association, Inc., New York, N.Y.
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Published In
Journal of Water Resources Planning and Management
Volume 122 • Issue 4 • July 1996
Pages: 317 - 319
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Copyright © 1996 ASCE.
History
Published online: Jul 1, 1996
Published in print: Jul 1996
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David C. Froehlich, Member, ASCE
President, Environmental Hydraulics, Inc., 210 Malabu Drive, Suite 7, Lexington, KY 40502.
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