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Hydrotechnical construction

, Volume 33, Issue 6, pp 371–376 | Cite as

Estimation of the weight of deep flat gates

  • A. R. Freishist
  • A. M. Shor
Hydraulics and Hydrology
  • 34 Downloads

Keywords

Empirical Formula High Side Design Weight Theoretical Weight Large Gate 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.

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References

  1. 1.
    F. L. Boissonnault, “Estimating data for reservoir gates, Paper No. 2352,” in:Transactions of the American Society of Civil Engineers (1948).Google Scholar
  2. 2.
    C. V. Davis,Handbook of Applied Hydraulics, McGraw-Hill, United States (1952).Google Scholar
  3. 3.
    A. I. Otreshko,Engineering Structures [in Russian], Gidromeliorativnoe Stroitel'stvo, Moscow (1955).Google Scholar
  4. 4.
    E. I. Zal'kindson and E. E. Nefedov,Radial Steel Gates [in Russian], Gidromeliorativnoe Stroitel'stvo, Moscow (1955).Google Scholar
  5. 5.
    P. C. Erbiste, “Estimating gate weights,”Water Power and Dam Constr., May (1984).Google Scholar
  6. 6.
    Y. He. And T. Huang, “Empirical formula for gate weights,”Water Power and Dam Constr., November (1986).Google Scholar
  7. 7.
    M. F. Sauval, “Estimation of gate weights,”Water Power and Dam Constr., February (1988).Google Scholar
  8. 8.
    Standard Preliminary Design 464–76, Determination of Weight of Moving Gate Designs [in Russian], Gidromontazh, Moscow (1976).Google Scholar

Copyright information

© Kluwer Academic/Plenum Publishers 1999

Authors and Affiliations

  • A. R. Freishist
  • A. M. Shor

There are no affiliations available

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