Discussion of “Numerical Solution of Muskingum Equation” by Mohammad Akram Gill (May, 1992, Vol. 118, No. 5)
Publication: Journal of Hydraulic Engineering
Volume 119, Issue 9
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References
1.
Apollov, B. A., Kalinin, G. P., and Komarov, V. D. (1964). Hydrological forecasting. Israel Program for Scientific Translations, Jerusalem, Israel.
2.
Gill, M. A. (1979a). “Translatory characteristics of the Muskingum method of flood routing.” J. Hydrol., 40, 17–29.
3.
Gill, M. A. (1979b). “Critical examination of the Muskingum method.” Nordic Hydrol., 10, 261–270.
4.
Gill, M. A. (1980). “Translatory characteristics of the Muskingum method of flood routing—reply.” J. Hydrol., 48, 369–372.
5.
Gill, M. A. (1989). “Response of Muskingum equation to step input.” J. Irrig. Drain. Engrg., ASCE, 115(4), 736–738.
6.
Perumal, M. (1992). “The cause of negative initial outflow with the Muskingum method.” Hydrol. Sci. J., 37(4), 391–401.
7.
Singh, V. P., and McCann, R. C. (1980). “Some notes on Muskingum method of flood routing.” J. Hydrol., 48, 343–361.
8.
Strupczewski, W., and Kundzewicz, Z. W. (1980). “Translatory characteristics of the Muskingum method of flood routing: A comment.” J. Hydrol., 48, 363–368.
9.
Strupczewski, W., and Kundzewicz, Z. W. (1981). “Translatory characteristics of the Muskingum method of flood routing—Comments to reply.” J. Hydrol., 52, 177–179.
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Copyright © 1993 American Society of Civil Engineers.
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Published online: Sep 1, 1993
Published in print: Sep 1993
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