Conclusion
As is seen from the aforesaid, the problem of the effect of aeration on joining of pools by a hydraulic jump remains, as before, unsolved, since the aforementioned works, including the official standards on hydraulic calculations [1, 13], contain quite contradictory recommendations.
More thorough generalizations of the available experimental data and accumulation of results of new laboratory and full-scale investigations with measurement of local characteristics of two-phase, aerated water flow are needed for solving this problem.
This is a preview of subscription content, log in via an institution to check access.
Similar content being viewed by others
References
Hydraulic Calculations of Hydraulic Outlet Works: Handbook [in Russian], Énergoatomizdat, Moscow (1988).
S. M. Slisskii, Hydraulic Calculations of High-Head Structures [in Russian], Énergoatomizdat, Moscow (1986).
T. S. Artyukhina, A. T. Kaveshnikov, L. D. Lentyaev, Yu. V. Kokorin, and v. P. Troitskii, “Investigation of aeration of a flow on the spillway face of operating outlets,” in: Proceedings of the 1977 Scientific-Technical Conference: Research for the Sayano-Shushenskoe Hydroelectric Station [in Russian], Énergiya, Leningrad (1978).
V. P. Troitskii and Yu. V. Kokorin, “Hydraulic jump in the case of an aerated water flow,” Tr. LPI, No. 289 (1968).
Yu. V. Kokorin, “Effect of aeration on elements of a free hydraulic jump,” in: Collection of Papers on Hydraulic Engineering [in Russian], Énergiya, Leningrad, No. 8 (1969).
Yu. v. Kokorin, “Effect of aeration on conditions of joining pools,” in: Transactions of Joint Conferences on Hydraulic Engineering [in Russian], VNIIG, No. 52 (1969).
Yu. V. Kokorin, “Experimental study of aeration and deaeration of a flow within the limits of a hydraulic jump and in the after-jump section,” Izv. VNIIG,98 (1972).
Yu. V. Kokorin, “Calculation of joining of pools by a hydraulic jump with consideration of aeration of the flow,” in: Abstracts of Papers and Communications of the Third Scientific-Technical Conference of Gidroproekt [in Russian], Gidroproekt, Moscow (1976).
Yu. V. Kokorin, “Experimental study of a free, unsubmerged hydraulic jump of a self-aerated water flow,” in: Proceedings of Conferences and Meetings on Hydraulic Engineering: Hydraulics of High-Head Outlet Works [in Russian], No. 120 (1978).
Yu. V. Kokorin, “Scale effect and main characteristics of a hydraulic,” Tr. LPI, No. 415 (1986).
M. A. Mikhalev, “Hydraulic Calculation of Flows with an Eddy [in Russian], Energiya, Moscow (1971).
M. A. Mikhalev, “Hydraulic jump on a smooth horizonal bottom under conditions of the two-dimensional problem,” in: Proceedings of Conferences and Meetings on Hydraulic Engineering: Methods of Investigation and Hydraulic Calculation of Outlet Works [in Russian], VNIIG (1985).
Recommendations on Hydraulic Calculation of Conduits of Free-Flow Outlets for Aeration and Wave Formation: P-66-77 [in Russian], VNIIG (1978).
Recommendations on Hydraulic Calculations of Baffle Walls: P-79-79 [in Russian], VNIIG (1979).
T. G. Voinitch-Sianozhentskij, V. G. Lomtatidze, and G. N. Gvazava, “Conjunction of high-velocity aerated streams in the tailwater in the form of a hydraulic jump,” Proceedings of the IAHR, Leningrad, Vol. 1 (1965).
I. N. Bradley and A. E. Peterka, Hydraulic Design of Stilling Basins. Proceedings of the ASCE (1957).
V. G. Lomtatidze, “Main characteristics of a bottom hydraulic jump of an aerated flow,” Izv. TNISGÉI,18 (1969).
Additional information
Translated from Gidrotekhnicheskoe Stroitel'stvo. No. 11, pp. 42–45, November, 1996.
Rights and permissions
About this article
Cite this article
Kokorin, Y.V. Effect of aeration on joining of pools by means of a hydraulic jump. Hydrotechnical Construction 30, 686–690 (1996). https://doi.org/10.1007/BF02447448
Issue Date:
DOI: https://doi.org/10.1007/BF02447448