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dc.contributor.author | 岡, 太郎 | ja |
dc.contributor.alternative | OKA, Taro | en |
dc.date.accessioned | 2009-01-30T04:57:54Z | - |
dc.date.available | 2009-01-30T04:57:54Z | - |
dc.date.issued | 1971-04-01 | - |
dc.identifier.issn | 0386-412X | - |
dc.identifier.uri | http://hdl.handle.net/2433/69799 | - |
dc.description.abstract | A method of numerical analysis for three dimensional flow in homogeneous porous media isinvestigated on the assumptions that the flow is steady and governed by Darcy's law. Equation forthe flow is solved adopting the relaxation method for machine computer and using a practicaltechnique for appling boundary conditions. Solutions for two dimensional flows in some earthstructures are obtained in order to compare with results shown already by some investigators. Thesolutions are in very well agreement with the results obtained by Shaw Ct al. and Herbert et al.An example for three dimensional flow is also shown. | en |
dc.format.mimetype | application/pdf | - |
dc.language.iso | jpn | - |
dc.publisher | 京都大学防災研究所 | ja |
dc.publisher.alternative | Disaster Prevention Research Institute, Kyoto University | en |
dc.subject.ndc | 517.58 | - |
dc.subject.ndc | 517.1 | - |
dc.title | 自由水面を有する浸透流の三次元解析手法とその考察 ―河川構造物の浸透問題(3)― | ja |
dc.title.alternative | METHOD OF NUMERICAL ANALYSIS FOR THREE DIMENSIONAL UNCONFINED SEEPAGE -Seepage Problem for River Structure (3)- | en |
dc.type | departmental bulletin paper | - |
dc.type.niitype | Departmental Bulletin Paper | - |
dc.identifier.ncid | AN00027784 | - |
dc.identifier.jtitle | 京都大学防災研究所年報. B | ja |
dc.identifier.volume | 14 | - |
dc.identifier.issue | B | - |
dc.identifier.spage | 167 | - |
dc.identifier.epage | 178 | - |
dc.textversion | publisher | - |
dc.sortkey | 13 | - |
dc.relation.url | http://www.dpri.kyoto-u.ac.jp/nenpo/nenpo.html | - |
dcterms.accessRights | open access | - |
dc.identifier.pissn | 0386-412X | - |
dc.identifier.jtitle-alternative | Disaster Prevention Research Institute Annuals. B | en |
出現コレクション: | No.14 B |
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