Abstract
The underground contour of a sunk rectangular apron whose angles are rounded off by the curves of constant filtration rate is constructed in the case where the water-permeable base is underlain by a confining layer with a curvilinear roof, characterized by a constant flow velocity, too. The corresponding boundary-value problem is solved by a semiinverse application of the velocity-hodograph method. The cases of the apron with a horizontal insert in flow and the rabbet in flow are studied in detail. The results of numerical calculations are given; the influence of the physical parameters of the model on the shape and dimensions of the underground contour of the dam is analyzed.
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Translated from Inzhenerno-Fizicheskii Zhurnal, Vol. 81, No. 5, pp. 826–833, September–October, 2008.
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Bereslavskii, É.N. On the problem of construction of the underground contour of water-development works with portions of constant flow velocity. J Eng Phys Thermophy 81, 862–869 (2008). https://doi.org/10.1007/s10891-009-0129-5
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DOI: https://doi.org/10.1007/s10891-009-0129-5