Hydrotechnical Construction

, Volume 6, Issue 4, pp 387–391 | Cite as

Review of the basic design concepts for river hydraulic structures (SNiP II-I.1-62)

  • B. M. Lyubchenko
Discussion of Construction Norms


Energy Source Power Generation Power Engineer Design Concept Renewable Energy Source 
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Literature Cited

  1. 1.
    G. M. Kuzoleva, “Revision of the norms SNiP II-I.1-62, I.2-62, and I.3-62,” Gidrotekh. Stroitel'., No. 2 (1971).Google Scholar
  2. 2.
    B. M. Lyubchenko, “Discussions on construction codes. Considerations of reliability and overload coefficient,” Gidrotekh, Stroitel'., No. 3 (1968).Google Scholar
  3. 3.
    B. M. Lyubchenko, “Methods of hydraulic structures limit design,” Gidrotekh. Stroitel'., No. 5 (1967).Google Scholar
  4. 4.
    Construction Norms and Rules. Chapter II-A.10-62, Structures and Foundations, Basic Design Assumptions [in Russian], Stroiizdat (1962).Google Scholar
  5. 5.
    B. M. Lyubchenko, “Specifications for computation of peak discharges (SNiP II-I.7-65),” Gidrotekh, Stroitel'., No. 10 (1967).Google Scholar

Copyright information

© the American Society of Civil Engineers 1972

Authors and Affiliations

  • B. M. Lyubchenko

There are no affiliations available

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