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 language | English |
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Pages (from-to) | 273-276 |
Number of pages | 4 |
Journal | Journal of Applied Mathematics and Mechanics |
Volume | 55 |
Issue number | 2 |
DOIs | |
Publication status | Published - 1991 |
ASJC Scopus subject areas
- Modelling and Simulation
- Mechanics of Materials
- Mechanical Engineering
- Applied Mathematics