Overtopping breaching of cohesive homogeneous earth dam with different cohesive strength
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Coleman S E, Andrews D P, Webby M G. Overtopping breaching of noncohesive homogeneous embankments. J Hydraul Eng, 2002, 128(9): 829–838
Chinnarasri C, Jirakitlerd S, Wongwises S. Embankment dam breach and its outflow characteristics. Civ Eng Environ Syst, 2004, 21(4): 247–264
Morris M W, Hassan M, Vaskinn K. WP2_II Detailed Technical Report 4. http://www.samui.co.uk/impact%2Dproject/wp2_technical.htm , 2005-7-10/2009-3-20
Wahl T L. Prediction of embankment dam breach parameters: A literature review and needs assessment. Dam Safety Research Report DSO-98-004. U.S. Department of the Interior, Bureau of Reclamation, 1998
Hahn W, Hanson G J, Cook C R. Breach morphology observations of embankment overtopping tests. Proceedings of the 2000 Joint Conference on Water Resour Eng and Water Resour Plan & Manag, USA, Minneapolis, Minnesota, July 30–August 2, 2000
Hong D L, Miao G B, Den D S, et al. Jump-start of Clay Soil and Its Application in Engineering (in Chinese). Nanjing: Hohai University Press, 2005
Wang X G, Yan Z M. Three-dimensional simulation for effects of bed discordance on flow dynamics at “Y” shaped open channel confluences. J Hydro, 2007, 19(5): 587–593
Wang X G, Yan Z M. The effect of bed discordance on helix flow at “Y” shaped junction (in Chinese). Adv Water Sci, 2008, 19(6): 828–834