Skip to main content
SpringerLink
Log in

Effect of the length of downstream piers on the discharge regime of bottom spillways

  • Published:
Hydrotechnical Construction Aims and scope

This is a preview of subscription content, log in via an institution to check access.

Access this article

Log in via an institution

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Institutional subscriptions

Literature cited

  1. Recommendations on the Layout of Gate Chambers and Calculations of Hydrodynamic Effects of a Flow on Vertical Lift and Radial Gates and Butterfly Valves of Hydraulic Structures [in Russian]. II 84-79, VNIIG, Leningrad (1980).

  2. S. M. Slisskii, Hydraulics of Hydroelectric Station Powerhouses [in Russian], Énergiya, Moscow (1970).

    Google Scholar 

  3. D. I. Kumin, Conjugation of Pools with a Surface Regime [in Russian], Gosénergoizdat, Leningrad-Moscow (1948).

    Google Scholar 

  4. I. A. Snegirev, “Calculation of a surface regime of conjugation of pools,” Tashkent IIT, No. 8 (1957).

  5. V. V. Nalimov and N. A. Chernova, Static Methods of Design of Extreme Experiments [in Russian], Nauka, Moscow (1965).

    Google Scholar 

Download references

Authors
  1. K. A. Grigoryan
    View author publications

    You can also search for this author in PubMed Google Scholar

Additional information

Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 8, pp. 28–29, August, 1985.

Rights and permissions

Reprints and permissions

About this article

Cite this article

Grigoryan, K.A. Effect of the length of downstream piers on the discharge regime of bottom spillways. Hydrotechnical Construction 19, 419–421 (1985). https://doi.org/10.1007/BF01439556

Download citation

  • Issue Date:

  • DOI: https://doi.org/10.1007/BF01439556

Keywords

Search

Navigation