Optimization of irrigation in a hydrodynamic filtering model

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Abstract

An extremum of the cross-sectional area of a flooded or drained region in the context of the intake of a ground flow by a free-surface due to seepage is determined. The contour of perfect drainage of a maximum volume with recharge from a flooded ground surface is found. The boundary control of a channel for a viscous fluid flow is established.

Original languageEnglish
Pages (from-to)273-276
Number of pages4
JournalJournal of Applied Mathematics and Mechanics
Volume55
Issue number2
DOIs
Publication statusPublished - 1991

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ASJC Scopus subject areas

  • Mechanical Engineering
  • Applied Mathematics
  • Mathematical Physics
  • Modelling and Simulation

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