Abstract:
This paper presents the results of an experimental study of the dynamic action exerted on the vertical end wall of a rectangular channel by the wave propagating in the tailwater region after total dam break. It is shown that the results of calculations using the first shallow-water approximation differ from experimental data by not more than 5%.
Keywords:moving hydraulic jump (bore), reflection from vertical wall, force action.
Citation:
V. I. Bukreev, “Force action of discontinuous waves on a vertical wall”, Prikl. Mekh. Tekh. Fiz., 50:2 (2009), 129–135; J. Appl. Mech. Tech. Phys., 50:2 (2009), 278–283
\Bibitem{Buk09}
\by V.~I.~Bukreev
\paper Force action of discontinuous waves on a vertical wall
\jour Prikl. Mekh. Tekh. Fiz.
\yr 2009
\vol 50
\issue 2
\pages 129--135
\mathnet{http://mi.mathnet.ru/pmtf1724}
\elib{https://elibrary.ru/item.asp?id=11839336}
\transl
\jour J. Appl. Mech. Tech. Phys.
\yr 2009
\vol 50
\issue 2
\pages 278--283
\crossref{https://doi.org/10.1007/s10808-009-0037-7}
Linking options:
https://www.mathnet.ru/eng/pmtf1724
https://www.mathnet.ru/eng/pmtf/v50/i2/p129
This publication is cited in the following 11 articles:
Jia Shen, Haijiang Liu, “On the structure dynamic response of a coastal structure subject to the dam break induced surge impact pressure”, Coastal Engineering Journal, 64:2 (2022), 246
Cristiana Di Cristo, Massimo Greco, Michele Iervolino, Riccardo Martino, Andrea Vacca, “A remark on finite volume methods for 2D shallow water equations over irregular bottom topography”, Journal of Hydraulic Research, 59:2 (2021), 337
Cristiana Di Cristo, Massimo Greco, Michele Iervolino, Andrea Vacca, “Impact Force of a Geomorphic Dam-Break Wave against an Obstacle: Effects of Sediment Inertia”, Water, 13:2 (2021), 232
Cristiana Di Cristo, Massimo Greco, Michele Iervolino, Andrea Vacca, “Interaction of a dam-break wave with an obstacle over an erodible floodplain”, Journal of Hydroinformatics, 22:1 (2020), 5
Ji-hui Fan, Majid Galoie, Artemis Motamedi, “Mitigation of the amplitude and celerity of dam break shock wave using combination of groyne and vertical pier”, J. Mt. Sci., 17:6 (2020), 1452
Massimo Greco, Cristiana Di Cristo, Michele Iervolino, Andrea Vacca, “Numerical simulation of mud-flows impacting structures”, J. Mt. Sci., 16:2 (2019), 364
Cristiana Di Cristo, Stefania Evangelista, Massimo Greco, Michele Iervolino, Angelo Leopardi, Andrea Vacca, “Dam-break waves over an erodible embankment: experiments and simulations”, Journal of Hydraulic Research, 56:2 (2018), 196
Leonardo Palemón-Arcos, Alec Torres-Freyermuth, Adrián Pedrozo-Acuña, Paulo Salles, “On the role of uncertainty for the study of wave–structure interaction”, Coastal Engineering, 106 (2015), 32
Francesca Aureli, Susanna Dazzi, Andrea Maranzoni, Paolo Mignosa, Renato Vacondio, “Experimental and numerical evaluation of the force due to the impact of a dam-break wave on a structure”, Advances in Water Resources, 76 (2015), 29
L. Lobovský, E. Botia-Vera, F. Castellana, J. Mas-Soler, A. Souto-Iglesias, “Experimental investigation of dynamic pressure loads during dam break”, Journal of Fluids and Structures, 48 (2014), 407
V. I. Bukreev, “Hydrodynamic pressure during reflection of a bore from a vertical wall”, J. Appl. Mech. Tech. Phys., 51:1 (2010), 74–78