Discussion of “Divergence Form for Bed Slope Source Term in Shallow Water Equations” by Alessandro Valiani and Lorenzo Begnudelli
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VIEW THE ORIGINAL ARTICLEAuthors: M. Greco, M.ASCE [email protected], M. Iervolino, Ph.D., and A. LeopardiAuthor Affiliations
Publication: Journal of Hydraulic Engineering
Volume 134, Issue 5
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References
Carrier, G. F., and Greenspan, H. P. (1958). “Water waves of finite amplitude on a sloping beach.” J. Fluid Mech., 4, 97–109.
Goutal, N., and Maurel, F., eds. (1997). Proc., 2nd Workshop on Dam-Break Wave Simulation. Also available as: Direction des études et recherches, Electricité de France, Report HE43/97/016/B.
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Published In
Journal of Hydraulic Engineering
Volume 134 • Issue 5 • May 2008
Pages: 676 - 678
Copyright
© 2008 ASCE.
History
Received: Sep 8, 2006
Accepted: Dec 4, 2007
Published online: May 1, 2008
Published in print: May 2008
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Authors
Affiliations
Full Professor, Dept. of Hydr. and Env. Engnrg., Univ. of Napoli “Federico II,” Via Claudio, 21-80125 Napoli, Italy. E-mail: [email protected]
M. Iervolino, Ph.D.
Dept. of Civil Engineering, Second Univ. of Napoli, Via Roma, 29-81031 Aversa (CE), Italy.
A. Leopardi
Assistant Professor, Dept. of Mech. Struct. Env. and Land, Univ. of Cassino, via G. Di Biasio, 43-03043 Cassino (FR), Italy.
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