论文信息 - The failure of embankment dams due to overtopping - 字舞流文

The failure of embankment dams due to overtopping

J. Jandora and J. [Rcirc]íha, Brno University of Technology, ISBN 978-80-214-3527-8, 116 pp, 49 EUR, 64 US$, 39 £, 2008

Lukas Schmocker | L. Schmocker

[1] K. Høeg,et al. Asphaltic Concrete Cores for Embankment Dams , 1993 .

[2] Robert Brodie. INSTITUTION OF CIVIL ENGINEERS , 1942 .

[3] Tony L. Wahl,et al. Predicting Embankment Dam Breach Parameters - A Needs Assessment , 1997 .

[4] V. Singh,et al. Analysis of Gradual Earth‐Dam Failure , 1988 .

[5] J. E. Costa. Floods from dam failures , 1985 .

[6] David C. Froehlich,et al. Embankment Dam Breach Parameters Revisited , 1995 .

[7] J. Justin,et al. Earth dam projects , 1932 .

[8] K. H. Frizell,et al. Hydraulics of Stepped Spillways for RCC Dams and Dam Rehabilitations , 1992 .

[9] Graeme M. Smart,et al. Sediment Transport Formula for Steep Channels , 1984 .

[10] Ralph A. Wurbs,et al. DAM-BREACH FLOOD WAVE MODELS , 1987 .

[11] Caroline Fontaine,et al. Linear Congruential Generator , 2011, Encyclopedia of Cryptography and Security.

[12] C. Marche,et al. Simulation of Dam Failures in Multidike Reservoirs Arranged in Cascade , 1997 .

[13] Victor C. Strasburger,et al. Review and Recommendations , 1983 .