Skip to main content
Log in

Solution of optimization problems in the development of water utilization schemes employing nonlinear programming

  • Papers
  • Published:
Hydrotechnical Construction Aims and scope

Conclusions

  1. 1.

    The problem of optimization of the construction period of substituted installations in the case of long commissioning periods for the water utilization scheme, because of nonlinearity of the target function and limitations, is a problem of nonlinear programming.

  2. 2.

    Distribution of expenditures on the substituted variants over the course of time may be represented approximately by Eqs. (4) and (6).

  3. 3.

    The problem of optimization of the parameters of the substituted variants, employing the procedures adopted for approximating the expenditures, is reduced to seeking their conditional minimum.

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

Access this article

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

Instant access to the full article PDF.

Similar content being viewed by others

Literature cited

  1. Building Standards and Rules, Part III, Section A [in Russian], Gosstroiizdat (1966).

  2. E. G. El’gort and M. S. Neiman, “The use of regressive analysis for determining the dynamics of expenditure of resources during individual periods erection of industrial installations,” Ekonomika i Matematicheskie Metody, Vol. 4, No. 3, Nauka (1968).

  3. B. Dzh. Dennis (B. G. Dennis), Mathematical Programming and Electrical Circuits [Russian translation], Foreign Literature Publishing House (1961).

  4. V. I. Smirnov, Higher Mathematics Course [in Russian], Vol.1 GITTL (1953).

Download references

Authors

Additional information

Translated from Gidrotekhnicheskoe Stroitel’stvo, No. 10, pp. 37–39, October, 1970.

Rights and permissions

Reprints and permissions

About this article

Cite this article

Goruleva, L.G. Solution of optimization problems in the development of water utilization schemes employing nonlinear programming. Hydrotechnical Construction 4, 952–955 (1970). https://doi.org/10.1007/BF02435063

Download citation

  • Issue Date:

  • DOI: https://doi.org/10.1007/BF02435063

Keywords

Navigation