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Calculation of the free surface of a flow on a concrete overflow dam or on a chute

  • Dynamics of Channel Flows
  • Published:
Hydrotechnical Construction Aims and scope

Conclusions

  1. 1.

    The method of calculating flow on an overflow dam based on numerical solution of boundary-layer equations is presently preferable in comparison with the published methods based on integral relations of the boundary layer.

  2. 2.

    To determine the value of the velocity coefficient φ in any section on the spillway, it is recommended to use the graph obtained on the basis of the proposed method.

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Literature cited

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Authors
  1. O. I. Zaitsev
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Additional information

Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 9, pp. 29–30, September, 1990.

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Zaitsev, O.I. Calculation of the free surface of a flow on a concrete overflow dam or on a chute. Hydrotechnical Construction 24, 586–588 (1990). https://doi.org/10.1007/BF01459220

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  • DOI: https://doi.org/10.1007/BF01459220

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