Discussion of “Dam‐Breach Flood Wave Models” by Ralph A. Wurbs (January, 1987, Vol. 113, No. 1)
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References
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Di Monaco, A. and Molinaro, P. (1984). “Lagrangian finite element model of dam‐break wave versus experimental data.” Proc. Hydrosoft '84, Portoroz, Yugoslavia, Sept.
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Abbott, M. B. (1979). Computational Hydraulics. McGraw‐Hill, New York, N.Y.
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Di Monaco, A. and Molinaro, P. (1984). “Modello matematico unidimensionale di onda di sommersione: effetti delle irregolarità della valle.” ENEL‐CRIS, Internal Report No. 3199, May (in Italian).
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Franz, D. D. (1977). “Dam break flood wave analysis: problems, pitfalls, and partial solutions.” Proc. Dam‐Break Flood Routing Model Workshop, Hydrology Committee, U.S. Water Resources Council, Bethesda, Md., Oct.
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Colin, E. and Pochat, R. (1976). “One dimension open channel flow (dissipative operator).” Proc. Unsteady Flow in Open Channels, Newcastle‐Upon‐Tyne, England.
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Katopodes, N. D., and Schamber, D. R. (1981).Discussion of “Laboratory verification of a dam‐break flood model.” C. L. Chen, J. of the Hydr. Div., ASCE, 107(2).
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Chen, C. L. (1982). Closure of “Laboratory verification of a dam‐break flood model.” J. of the Hydr. Div., ASCE, 108(2).
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Cunge, J. A., Holly, F. M. and Verwey, A. (1980). Practical aspects of computational river hydraulics. Pitman Publishing Limited, London, England.
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Di Monaco, A. and Molinaro, P. (1983). “On the one‐dimensional mathematical modelling of free surface flows along channels with flood‐plains.” Proc. XX IAHR Congress, Paper B. a.12, Moscow, U.S.S.R., Sept.
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Journal of Hydraulic Engineering
Volume 114 • Issue 5 • May 1988
Pages: 565 - 567
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Copyright © 1988 ASCE.
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Published online: May 1, 1988
Published in print: May 1988
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