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Determining the depth of local scour near intermediate piers and shore structures in the presence of a markedly unsteady flow

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  • At Construction Projects of the Five-Year Plan
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Hydrotechnical Construction Aims and scope

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Literature Cited

  1. V. S. Altunin, A. A. Kurganovich, and N. N. Petrov, “Current state of the problem of problem of local scour near obstacles,” Gidrotekh. Stroit., No. 6 (1977).

  2. V. S. Altunin and Yu. V. Pisarev, “Calculation of local scour near bridge piers,” in: Hydraulics of Highway Conduits. Proceedings of the Third All-Union Scientific-Technical Conference [in Russian], Gomel (1973).

  3. A. I. Bogomolov, V. S. Altunin, N. A. Petrov, A. M. Prudovskii, and V. A. Kisin, “Local scour at a barrier,” Gidrotekh. Stroit., No. 7 (1975).

  4. N. A. Petrov, S. A. Lobek, and V. A. Sutsepin, “Local scour near cylindrical bridge supports during passage of a release wave,” in: Hydraulics of Highway Conduits. Proceedings of the Third All-Union Scientific-Technical Conference [in Russian], Gomel (1973).

  5. A. I. Bogomolov, G. V. Zhelesnyakov, N. A. Petrov, V. S. Altunin, and A. M. Proudovsky, “Nonstationary hydromorphological phenomena and modeling of scour research,” in: Proceedings of the Sixteenth Congress of the International Association of Hydraulic Research, Vol. 2, San-Paulo, Brazil (1975).

  6. N. N. Petrov, “Local scour near intermediate bridge piers in the case of a markedly unsteady flow,” in: Hydraulics, Use of Water Power [in Russian], MGMI, Moscow (1976).

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  7. B. L. Istorik and V. M. Lyatkher, “Propagation of a breakthrough wave in a prismatic channel,” Izv. Akad. Nauk SSSR, No. 1 (1975).

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  1. N. N. Petrov
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Translated from Gidrotekhnicheskoe Stroitel’stvo, No. 8, pp. 24–26, August, 1977.

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Petrov, N.N. Determining the depth of local scour near intermediate piers and shore structures in the presence of a markedly unsteady flow. Hydrotechnical Construction 11, 791–794 (1977). https://doi.org/10.1007/BF02378634

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  • DOI: https://doi.org/10.1007/BF02378634

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