| Article |
|---|
| Article name |
Optimal placement of Drainage Under the Concrete Dam with an Elliptical Base2 |
| Authors |
Kholodovsky S.Y. Doctor of Physics and Mathematics, hol47@yandex.ruYefimova I.A. Candidate of Physics and Mathematics, hol47@yandex.ru |
| Bibliographic description |
|
| Section |
Scientific Research |
| UDK |
532.546 |
| DOI |
|
| Article type |
|
| Annotation |
The problem of fluid filtration under impermeable dam is considered. The base of the
dam has the shape of an ellipse, where there is drain. Drain capacity is given. Fluid levels on
the left and right of the dam are different. Filtration area is unbounded from below. Optimal
drain coordinates at which the rate of filtration at the point of exit of water in the tailrace is
zero.
|
| Key words |
liquid filtration under the dam, the optimum location of the point of drainage,
the method of singular points of the potential, the mixed boundary value problem for the
Laplace operator. |
| Article information |
|
| References |
1. Neporozhnii P. S. Gidrotekhnicheskie sooruzheniya kompleksnykh gidrouzlov. M.:
Energiya, 1973. 283 s.
2. Chugaev R. R. Podzemnyi kontur gidrotekhnicheskikh sooruzhenii. L.: Energiya, 1974.
234 s.
3. Subbotin A. S. Osnovy gidrotekhniki. L.: Gidrometeoizdat, 1983. 318 s.
4. Polubarinova-Kochina P. Ya. Teoriya dvizheniya gruntovykh vod. M.: Nauka, 1977.
660 s.
5. Lavrent’ev M. A., Shabat B. V. Metody teorii funktsii kompleksnogo peremennogo.
M.: Nauka, 1973. 736 s. |
| Full article | Optimal placement of Drainage Under the Concrete Dam with an Elliptical Base2 |
