Closure to “Finite-Depth Seepage below Flat Aprons with Equal End Cutoffs” by Arun K. Jain and Lakshmi N. Reddi
Publication: Journal of Hydraulic Engineering
Volume 139, Issue 1
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References
Fil’chakov, P. F. (1959). The theory of filtration beneath hydrotechnical structures, Vol. 1, Izd-vo Akademii nauk Ukrainskoi SSR, Kiev, Ukraine.
Fil’chakov, P. F. (1960). The theory of filtration beneath hydrotechnical structures, Vol. 2, Izd-vo Akademii nauk Ukrainskoi SSR, Kiev, Ukraine.
Khosla, A. N., Bose, N. R., and Taylor, E. M. (1936). “Design of weirs on permeable foundations.”, Central Board of Irrigation, New Delhi, India.
King, G. J. W. (1967). “Seepage under a rectangular dam.” J. Soil Mech. Found. Div, 93(SM2), 45–64.
Malhotra, J. K. (1936). “Appendix to Chapter VII: Mathematical investigations of the subsoil flow under two standard forms of structures.”, Central Board of Irrigation, New Delhi, India, 85–90.
Mathematica Version 4.1.2.0 [Computer software]. (2000). Wolfram Research, Inc., Champaign, IL.
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Pavlovsky, N. N. (1956). Collected works, Izd. AN SSSR Moscow–Leningrad, USSR.
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Published In
Journal of Hydraulic Engineering
Volume 139 • Issue 1 • January 2013
Pages: 95 - 96
Copyright
© 2013 American Society of Civil Engineers.
History
Received: May 31, 2012
Accepted: Jun 29, 2012
Published online: Dec 16, 2012
Published in print: Jan 1, 2013
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A.M.ASCE
Research Scholar, Dept. of Civil, Environmental, and Construction Engineering, Univ. of Central Florida, Orlando, FL 32816. E-mail: [email protected]
F.ASCE
Dean of Graduate School, Florida International Univ., Miami, FL 33199 (corresponding author). E-mail: [email protected]
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