Discharge and energy-loss coefficients in flow through a breach in a trapezoidal dam

Author:

Bukreev V. I.,Degtyarev V. V.,Chebotnikov A. V.

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics

Reference5 articles.

1. S. A. Khristianovich, “Unsteady motion in channels and rivers,” in: Some New Problem of Continuum Mechanics [in Russian], Izd. Akad. Nauk SSSR, Moscow-Leningrad (1938), pp. 15–154.

2. J. J. Stoker, Water Waves. Mathematical Theory and Applications, Interscience Publishers, New York (1959).

3. V. I. Bukreev, “On the water depth in the breach during a partial dam break,” Fluid Dynamics, 40, No. 5, 769–776 (2005).

4. V. I. Bukreev, “On the discharge characteristic at the dam site after dam break,” J. Appl. Mech. Tech. Phys., 47, No. 5, 679–687 (2006).

5. P. G. Kiselev (ed.), Handbook on Hydraulic Calculations [in Russian], Énergiya, Moscow (1972).

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