Seepage in earth dams in two- and three-dimensional formulations of the problem
| Autor: | M. Kh. Muratova, Kh. Shaban, N. A. Aniskin, V. G. Zhelankin, V. V. Melakhanov, L. N. Rasskazov, V. F. Korchevskii |
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| Rok vydání: | 1989 |
| Předmět: |
Surface (mathematics)
Engineering business.industry Mathematical analysis Energy Engineering and Power Technology Ocean Engineering Laminar flow Geotechnical Engineering and Engineering Geology Physics::Geophysics Nonlinear system General Energy Position (vector) Geotechnical engineering Boundary value problem Anisotropy business Water Science and Technology Geometric form |
| Zdroj: | Hydrotechnical Construction. 23:648-656 |
| ISSN: | 1570-1468 0018-8220 |
| Popis: | 1. A method and program were developed for calculating nonlinear seepage in blastformed dams, which makes it possible to obtain the solution of the three-dimensional problem for an inhomogeneous, anisotropic region of a complex geometric form under arbitrary boundary conditions. 2. In a dam composed of material having a nonlinear law of seepage, the position of the surface of depression is higher than for the case when a linear (laminar) seepage law is used. 3. Consideration of three-dimensionality when solving the problem of nonlinear seepage in a blast-formed dam with a height of 70 m showed that the seepage discharge was somewhat greater and the position of the surface of depression was higher than for the case of the two-dimensional problem. This permits concluding the need for solving three-dimensional problems of seepage for structures of such a class. 4. Solution of problems in a three-dimensional formulation requires large expenditures of machine time. To increase the accuracy of the calculation, it is necessary to solve such problems on computers with a substantially higher speed. |
| Databáze: | OpenAIRE |
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