Abstract:
Experimental data are given on wave shapes and propagation speeds and characteristic headwater and tailwater depths after removal of a shield producing an initial free-surface level drop and located above a bottom drop in a rectangular open channel. Check is performed of self-similar solutions of the problem obtained earlier using a hydraulic approximation. It has been established that in certain ranges of time, longitudinal coordinate, and problem parameters, these solutions are supported by experimental results.
Keywords:
liquid, free surface, discontinuous waves, experiment, verification of theory.
Citation:
V. I. Bukreev, A. V. Gusev, “Gravity waves due to discontinuity decay over an open-channel bottom drop”, Prikl. Mekh. Tekh. Fiz., 44:4 (2003), 64–75; J. Appl. Mech. Tech. Phys., 44:4 (2003), 506–515
\Bibitem{BukGus03}
\by V.~I.~Bukreev, A.~V.~Gusev
\paper Gravity waves due to discontinuity decay over an open-channel bottom drop
\jour Prikl. Mekh. Tekh. Fiz.
\yr 2003
\vol 44
\issue 4
\pages 64--75
\mathnet{http://mi.mathnet.ru/pmtf2518}
\elib{https://elibrary.ru/item.asp?id=17274810}
\transl
\jour J. Appl. Mech. Tech. Phys.
\yr 2003
\vol 44
\issue 4
\pages 506--515
\crossref{https://doi.org/10.1023/A:1024244907059}
Linking options:
https://www.mathnet.ru/eng/pmtf2518
https://www.mathnet.ru/eng/pmtf/v44/i4/p64
This publication is cited in the following 13 articles:
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Wenjun Liu, Bo Wang, Yunliang Chen, Chao Wu, Xin Liu, “Assessing the Analytical Solution of One-Dimensional Gravity Wave Model Equations Using Dam-Break Experimental Measurements”, Water, 10:9 (2018), 1261
A. O. Valov, V. V. Degtyarev, N. N. Fedorova, AIP Conference Proceedings, 1939, 2018, 020041
Luca Cozzolino, Veronica Pepe, Francesco Morlando, Luigi Cimorelli, Andrea D'Aniello, Renata Della Morte, Domenico Pianese, “Exact Solution of the Dam-Break Problem for Constrictions and Obstructions in Constant Width Rectangular Channels”, J. Hydraul. Eng., 143:11 (2017)
Seung-Yong Hwang, “A Study on Imposing Exact Solutions as Internal Boundary Conditions in Simulating Shallow-water Flows over a Step”, Journal of the Korean Society of Civil Engineers, 34:2 (2014), 479
A. V. Chebotnikov, “Waves resulting from partial dam break with the formation of a breach in the form of a cut to the channel bottom”, J. Appl. Mech. Tech. Phys., 50:3 (2009), 441–446
A. V. Gusev, V. V. Ostapenko, A. A. Malysheva, I. A. Malysheva, “Open-channel waves generated by propagation of a discontinuous wave over a bottom step”, J. Appl. Mech. Tech. Phys., 49:1 (2008), 23–33
V. I. Bukreev, V. V. Degtyarev, A. V. Chebotnikov, “Experimental verification of methods for calculating partial dam-break waves”, J. Appl. Mech. Tech. Phys., 49:5 (2008), 754–761
V. I. Bukreev, “On the discharge characteristic at the dam site after dam break”, J. Appl. Mech. Tech. Phys., 47:5 (2006), 679–687
A. A. Malysheva, I. A. Malysheva, “Transformation of a breaking wave at a drop of a channel bottom”, J. Appl. Mech. Tech. Phys., 46:2 (2005), 244–249
Yu. A. Abzaev, V. A. Starenchenko, É. V. Kozlov, “Aanalysis of thermally activated formation and breakdown of Kear–Wilsdorf barriers in Ni3Ge single crystals of variuos orientations”, J. Appl. Mech. Tech. Phys., 46:1 (2005), 94–101
A. A. Malysheva, I. A. Malysheva, “Transformation of a breaking wave at a drop of a channel bottom”, J Appl Mech Tech Phys, 46:2 (2005), 244