Variational analyses of a breach wave through the pressure front of the Krasnodar hydroproject are conducted using modern approved procedures.
Article PDF
Similar content being viewed by others
Explore related subjects
Discover the latest articles, news and stories from top researchers in related subjects.Avoid common mistakes on your manuscript.
References
Safety Declaration for the Krasnodar Reservoir. Emercom of Russia Registration No. 23.2 [in Russian], Krasnodar (2004).
V. V. Belikov, A. M. Prydovskii, E. S. Tret’yukhina et al., Hydrogeologic and Engineering Analyses with Consideration of Structures Required for Flood Protection of Areas within the City of Krasnodar: Report Prepared by the JSC “NPP Akvarius” [in Russian], Moscow (2004).
V. V. Belikov, E. S. Tret’yukhina, and N. V. Nikitina, “Computer modeling of breach waves during failure of earthen dams,” in: Problems of Prediction of Extreme Situations. Proc. of the Fourth Sci. Pract. Conf., 19–20 October 2004 [in Russian], MTP-invest, Moscow (2005), pp. 284–291.
V. V. Belikov, V. P. Serebavkin, E. S. Tret’yukhina et al., Determination of Breach Formation and Estimation of the Carrying Capacity of a Breach in the Thrust Front of the Krasnodar Hydroproject in Its Current Condition, and During Its Reconstruction [in Russian], NTO JSC “NPP Akvarius,” Moscow (2006).
E. S. Vasil’eva, “Direct numerical modeling of breach development in an earthen dam,” in: Proc. of the Fourth Sci.-Pract. Conf. [in Russian], Rusgidro, St. Petersburg (2009).
V. V. Belikov, E. S. Tret’yukhina, and N. V. Nikitina, “Assurance of hydrologic safety for bottomland development,” in: Proc. of the Int. Sci.-Pract. Conf. “Role of Nature Management in Providing for Stable Functioning and Development of Ecosystems.” Part II [in Russian], MGUP, Moscow (2006), pp. 175–182.
V. V. Belikov, V. V. Kochetkov, N. M. Borisova et al., “Use of GIS technologies and specialized data bases for numerical modeling of extremal bottomland flooding on the Lower Don,” in: Proc. of the Sci.-Pract. Conf. “Management of Water-Resource Systems in Extremal Situations” [in Russian], Moscow (2008), pp. 121–125.
A. M. Prudovskii, “Breach formation during break-through of an earthen dam,” Besopasn. Énerg. Sooruzh., Issues 2–3, 67–79 (1998).
MIKE II. Modeling System for Rivers and Channels. Reference Manual. User Guide, DHI Software (2003).
M. W. Morris and M. Hasson, “Breach formation through embankments. Dam and flood deference embankments: A. State of the art review,” in: IMPACT Project Workshop No. 1, Wallingford (2002).
V. V. Belikov, A. N. Militeev, and V. V. Kochetkov, Software Package for Analysis of Breach Waves (BOR), Russian Agency for Patent and Commercial Laws. Certificate of Official Registration of Computer Software No. 2001610638, Moscow (2001).
V. V. Belikov, A. N. Militeev, and V. V. Kochtetkov, Software Package “Losses due to Flooding” for Analysis of Flood Zones and Losses due to Inundation and High Water, Rospatent. Certificate of Official Registration of Computer Software No. 2003612595, Moscow (2003).
V. V. Belikov and A. Yu. Semenov, “Numerical method of rupture disintegration for solution of equations of shallow-water theory,” Zh. Vychisl. Mat. Mat. Fiz., 37(8), 1006–1019 (1997).
V. V. Belikov, “Modeling of breach-development dynamics with continuous accounting in nonhybrid grids,” in: Proc. of the Int. IAHR Symp. “Hydraulic and Hydrologic Aspects of the Reliability and Safety of Water-Development Works” [in Russian], St. Petersburg (2002).
V. V. Belikov, A. N. Militeev, A. M. Prudovskii, et al., “Comparison of parameters of breach-induced floods for compilation of safety declaration of the hydrotechnical constructions,” Izv. VNIIG im. B. E. Vedeneeva. Gidrav. Gidrotekh. Sooryzh., 240, 145–151 (2002).
V. V. Belikov, A. N. Militeev, A. M. Prudovskii et al., “Use of electronic topographic maps for evaluating losses due to catastrophic floods,” Besopasn. Énerg. Sooruzh., Issue 11, pp. 434–442 (2003).
A. N. Militeev and D. R. Bazarov, “Mathematical model for analysis of two-dimensional (in plan) channel deformations,” Vodn. Resursy, No. 1 (1999).
K. R. Ponomarchuk, “Experimental investigations of breach development in an earthen dam,” Besopasn. Énerg. Sooruzh., Issue 10, (2001).
Author information
Authors and Affiliations
Additional information
Translated from Gidrotechnicheskoe Stroitel’stvo, No. 5, May 2010, pp. 38–47.
Rights and permissions
About this article
Cite this article
Belikov, V.V., Vasil’eva, E.S. & Prudovskii, A.M. Numerical modeling of a breach wave through the dam at the Krasnodar reservoir. Power Technol Eng 44, 269–278 (2010). https://doi.org/10.1007/s10749-010-0176-2
Published:
Issue Date:
DOI: https://doi.org/10.1007/s10749-010-0176-2