References
1. Singh, V., Dam Breach Modelling Technology, Kluwer
Academic Publishers (1996).
2. Pilotti, M., Tomirotti, M., Valerio, G., and Bacchi,
B. Simplied method for the characterization of the
hydrograph following a sudden partial dam break",
1942 A. Tahershamsi et al./Scientia Iranica, Transactions A: Civil Engineering 25 (2018) 1931{1942
Journal of Hydraulic Engineering, 136(10), pp. 693-
704 (2010).
3. Feizi Khankandi, A., Tahershamsi, A., and Soares-
Fraz~ao, S. Experimental investigation of reservoir geometry
eect on dam-break
ow", Journal of Hydraulic
Research, 50(4), pp. 376-387 (2012).
4. Aliparast, M. Two-dimensional nite volume method
for dam-break
ow simulation", International Journal
of Sediment Research, 24, pp. 99-107 (2009).
5. Lohrasbi, A. and Pirooz, M.D. Dam break model with
Eulerian equations using mapping technique", Scientia
Iranica, 23(3), pp. 876-881 (2016).
6. Wang, B., Zhang, T., Zhou, Q., Wu, C., Chen, Y., and
Wu, P.A. Case study of the Tangjiashan landslide
dam-break", Journal of Hydrodynamics, 27(2), pp.
223-233 (2015).
7. Froehlich, D.C. Peak out
ow from breached embankment
dam", Journal of Water Resources and Planning
Management, 121(1), pp. 90-97 (1995).
8. USBR, Guidelines for Dening Inundated Areas Downstream
from Bureau of Reclamation Dam, Reclamation
Planning Instruction No 82-11, US Department of the
Interior, Bureau of Reclamation, Denver, 25 (1982).
9. Evans, S.G. The maximum discharge of outburst
oods caused by the breaching of man-made and
natural dams", Canadian Geotechnical Journal, 23(4),
pp. 385-387 (1986).
10. Macdonald, T.C. and Langridge-Monopolis, J.
Breaching characteristics of dam failures", Journal
of Hydraulic Engineering, 110(5), pp. 567-586 (1984).
11. Taher-Shamsi, A., Shetty, A.V., and Ponce, V.M.
Embankment dam breaching: Geometry and peak
out
ow characteristics", Dam Engineering, 14(2), pp.
73-87 (2003).
12. Hooshyaripor, F., Tahershamsi, A., and Golian, S.
Application of copula method and neural networks for
predicting peak out
ow from breached embankments",
Journal of Hydro-environment Research, 8(3), pp. 292-
303 (2014).
13. Ponce, V.M., Documented Cases of Earth Dam
Breaches, San Diego State University, SDSU Civil
Engineering Series, No 89149 (1982).
14. Froehlich, D.C. Predicting peak discharge from
gradually breached embankment dam", Journal
of Hydrologic Engineering (In Press). DOI:
10.1061/(ASCE)HE.1943-5584.0001424
15. Wahl, T.L., Prediction of Embankment Dam Breach
Parameters, a Literature Review and Needs Assessment,
Rep No DSO-98-004, Bureau of Reclamation,
United States Department of the Interior, Denver, 60
p. (1998).
16. Buckingham, E. Model experiments and the forms of
empirical equations", Trans. A.S.M.E, 37, pp. 263-296
(1915).
17. Lauber, G. and Hager, W.H. Experiments to dambreak
wave: Horizontal channel", Journal of Hydraulic
Research, 36(3), pp. 291-307 (1998).
18. Vischer, D.L. and Hager, W.H., Dam Hydraulics,
Wiley, Chichester, UK (1998).
19. Soares-Fraz~ao, S. and Zech, Y. Experimental study of
dambreak
ow against an isolated obstacle", Journal
of Hydraulic Research, 45(S1), pp. 27-36 (2007).
20. Hooshyaripor, F. and Tahershamsi, A. Eect of reservoir
side slope on dam-break
ood wave", Engineering
Applications of Computational Fluid Mechanics, 9(1),
pp. 458-468 (2015).
21. Yochum, S.E., Goertz, L.A., and Jones, P.H. Case
study of the big bay dam failure: Accuracy and comparison
of breach predictions", Journal of Hydraulic
Engineering, 134(9), pp. 1285-1293 (2008).
22. Xu, Y. and Zhang, L.M. Breaching parameters for
earth and rockll dams", Journal of Geotechnical and
Geoenvironmental Engineering, 135(12), pp. 1957-
1970 (2009).
23. Launder, B.E. and Spalding, D.B. The numerical
computation of turbulent
ows", Computer Methods
in Applied Mechanics and Engineering, 3(2), pp. 269-
289 (1974).
24. Mirhoseini, T.S. Experimental study of the eect of
shape factor on dam break out
ow hydrograph", MSc
Dissertation, Amirkabir University of Technology, Iran
(2013).