A CONTRIBUTION TO THE THEORY OF THE SEEPAGE THROUGH AN EARTH DAM - 九大コレクション

＜紀要論文＞
A CONTRIBUTION TO THE THEORY OF THE SEEPAGE THROUGH AN EARTH DAM

作成者	著者識別子 20020951 作成者名 Ohji, Michio 大路, 通雄オオジ, ミチオ所属機関所属機関名 Research Institute for Applied Mechanics, Kyushu University 九州大学応用力学研究所
本文言語	英語
出版者	Research Institute for Applied Mechanics, Kyushu University
出版者	九州大学応用力学研究所
発行日	1954-04
収録物名	Reports of Research Institute for Applied Mechanics
巻	3
号	9
開始ページ	1
終了ページ	10
出版タイプ	Version of Record
アクセス権	open access
Crossref DOI	https://doi.org/10.5109/7157926
概要	Some calculating formulas are proposed for the seepage through a twodimensional earth dam on the impermeable ground, making use of the Cauchy's theorem in the' function theory together with other simp...lifying assumptions. The method seems to be a general one, but only the cases of a rectangular and trapezoidal dams with a horizontal base are calculated here, for which both of the experimental and theoretical data are available. As is seen from the numerical examples, these formulas give at least the correct order of magnitude for the total flux and the height of the seepage surface. Incidentally the legitimacy of the Dupuit-ForchheimerMuskat's formula for the total flux of a rectangular dam is pointed out.続きを見る
目次	1. Introduction. 2. Method of Contour Integrals. 3. A Rectangular Dam. 4. A Trapezoidal Dam. 5. Concluding Remarks.

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