Skip to main content
SpringerLink
Log in

Discharge capacity of broad-crested intakes

  • Research and Development
  • Published:
Hydrotechnical Construction Aims and scope

Conclusions

  1. 1.

    The complexity of the theoretical solution of the problem of the discharge capacity of a broad-crested weir working under three-dimensional conditions, dictates the need for considerable experimental investigations.

  2. 2.

    On the basis of the experimental results new calculation graphs and dependences were obtained and are recommended for use when designing intake works patterned after a broad-crested weir and when estimating their capacity. The accuracy of the calculated parameters in 3–5%.

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

Similar content being viewed by others

References

  1. I. I. Agroskin, “Hydraulic calculation of broad-crested weirs”,Dokl. MSA im K. A. Timiryazeva, No. 87 (1963).

  2. V. G. Aivaz'yan, “Calculation of a broad-crested weir”,Gidrotekh. Stroit., No. 10 (1931).

  3. B. A. Bakhmeteff,Hydraulics [in Russian], St. Petersburg, Pt. II (1913).

  4. A. R. Berezinskii,Discharge Capacity of a Broad-Crested Weir [in Russian], Stroiizdat, Moscow-Leningrad (1950).

    Google Scholar 

  5. V. S. Muromov, “Application of the law of momentum to a broad-crested weir”,Gidrotekh. Stroit., No. 3 (1948).

  6. S. G. Kobernik, “Depth of a flow on a broad-crested weir”,Gidrotekh. Stroit., No. 5 (1948).

  7. Recommendations on Hydraulic Calculations of Weirs [in Russian], VNIIG im. B. E. Vedeneeva, Énergiya, Moscow, Pt. 1 (1974).

  8. G. I. Sukhomel, I. L. Rozovskii, et al.,Broad-Crested Weir [in Russian], Naukova Dumka, Kiev (1949).

    Google Scholar 

  9. V. V. Smyslov,Theory of a Broad-Crested Weir [in Russian], Akad. Nauk Ukr. SSR, Kiev (1956).

    Google Scholar 

  10. A. A. Uginchus,Engineering Hydraulics. Application of the Index of Conservation of the Potential Energy of a Flow [in Russian], Gos. Izd. Lit. po Stroit. Arkhitek., Moscow (1951).

    Google Scholar 

  11. M. D. Chertousov, “Contribution to the problem of discharge through a broad-crested weir”,Gidrotekh. Stroit., No. 12 (1938).

  12. A. I. Shvarts, “Broad-crested weir”,Tr. Akad. Nauk SSSR: Volga-Caspian Problems [in Russian], Pt. II (1934).

  13. M. G. Bos,Long-Throated Flumes and Broad-Crested Weirs, ILRI, The Netherland (1985).

    Google Scholar 

  14. H. A. Doeringsfeld and C. L. Barker, “Pressure-momentum theory applied to the broad-crested weir”,Proc. ASCF. 65, No. 10 (1939).

    Google Scholar 

Download references

Authors
  1. E. K. Rabkova
    View author publications

    You can also search for this author in PubMed Google Scholar

  2. Ginavo Adis
    View author publications

    You can also search for this author in PubMed Google Scholar

Additional information

Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 1, pp. 45–51, January, 1999.

Rights and permissions

Reprints and permissions

About this article

Cite this article

Rabkova, E.K., Adis, G. Discharge capacity of broad-crested intakes. Hydrotechnical Construction 33, 49–57 (1999). https://doi.org/10.1007/BF02765202

Download citation

  • Issue Date:

  • DOI: https://doi.org/10.1007/BF02765202

Keywords

Search

Navigation