{"_buckets": {"deposit": "7eebce10-445b-432b-b572-550c0f5777d7"}, "_deposit": {"id": "28499", "owners": [], "pid": {"revision_id": 0, "type": "depid", "value": "28499"}, "status": "published"}, "_oai": {"id": "oai:niigata-u.repo.nii.ac.jp:00028499"}, "item_7_alternative_title_1": {"attribute_name": "\u305d\u306e\u4ed6\u306e\u30bf\u30a4\u30c8\u30eb", "attribute_value_mlt": [{"subitem_alternative_title": "\u792b\u3068\u5de8\u77f3\u306e\u6df7\u5165\u3092\u8003\u616e\u3057\u305f\u571f\u7802\u5806\u7a4d\u5730\u76e4\u306e\u900f\u6c34\u4fc2\u6570\u306e\u63a8\u5b9a"}]}, "item_7_biblio_info_6": {"attribute_name": "\u66f8\u8a8c\u60c5\u5831", "attribute_value_mlt": [{"bibliographicIssueDates": {"bibliographicIssueDate": "2003-03", "bibliographicIssueDateType": "Issued"}, "bibliographicIssueNumber": "2", "bibliographicPageEnd": "167", "bibliographicPageStart": "161", "bibliographicVolumeNumber": "55", "bibliographic_titles": [{"bibliographic_title": "\u65b0\u6f5f\u5927\u5b66\u8fb2\u5b66\u90e8\u7814\u7a76\u5831\u544a"}, {"bibliographic_title": "\u65b0\u6f5f\u5927\u5b66\u8fb2\u5b66\u90e8\u7814\u7a76\u5831\u544a", "bibliographic_titleLang": "en"}]}]}, "item_7_description_4": {"attribute_name": "\u6284\u9332", "attribute_value_mlt": [{"subitem_description": "The procedure to estimate the hydraulic conductivity of the sand sediment that is characterized by an inclusion of large gravel particles and cobbles in it was proposed. Assuming the descriptive cylindrical soil model representing sand, gravel/cobbles and void structures and applying the continuity law of water movement to the soil model, the functional relationship between the hydraulic conductivity of the sand sediment soil to be evaluated, the hydraulic conductivity of the sand soil measured by the laboratory or field permeability test, and the mass content of the gravel and cobbles in the soil was derived. The accuracy of the functional relationship mentioned above was examined by the series of the one-dimensional permeability test. A good comparison between the measurements and the estimation by the functional relationship was obtained. A numerical example was given to show the practical influence of the mass content of the gravel/cobbles on the prediction of the storm runoff in the sand sediment soil.", "subitem_description_type": "Abstract"}, {"subitem_description": 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"creator", "attribute_value_mlt": [{"creatorNames": [{"creatorName": "Morii, Toshihiro"}], "nameIdentifiers": [{"nameIdentifier": "163937", "nameIdentifierScheme": "WEKO"}]}]}, "item_files": {"attribute_name": "\u30d5\u30a1\u30a4\u30eb\u60c5\u5831", "attribute_type": "file", "attribute_value_mlt": [{"accessrole": "open_date", "date": [{"dateType": "Available", "dateValue": "2019-08-20"}], "displaytype": "detail", "download_preview_message": "", "file_order": 0, "filename": "KK_55(2)_161-167.pdf", "filesize": [{"value": "438.6 kB"}], "format": "application/pdf", "future_date_message": "", "is_thumbnail": false, "licensetype": "license_free", "mimetype": "application/pdf", "size": 438600.0, "url": {"label": "KK_55(2)_161-167.pdf", "url": "https://niigata-u.repo.nii.ac.jp/record/28499/files/KK_55(2)_161-167.pdf"}, "version_id": "35fa4507-e7c3-48b7-8754-3cc9ce40abf0"}]}, "item_keyword": {"attribute_name": "\u30ad\u30fc\u30ef\u30fc\u30c9", "attribute_value_mlt": [{"subitem_subject": "Sand sediment soil", "subitem_subject_scheme": "Other"}, {"subitem_subject": "Hydraulic conductivity of soil", "subitem_subject_scheme": "Other"}, {"subitem_subject": "Mass content of gravel and cobbles", "subitem_subject_scheme": "Other"}, {"subitem_subject": "Laboratory permeability test", "subitem_subject_scheme": "Other"}, {"subitem_subject": "Numerical calculation", "subitem_subject_scheme": "Other"}, {"subitem_subject": "\u571f\u7802\u5806\u7a4d\u5730\u76e4", "subitem_subject_scheme": "Other"}, {"subitem_subject": "\u571f\u306e\u900f\u6c34\u4fc2\u6570", "subitem_subject_scheme": "Other"}, {"subitem_subject": "\u792b\u30fb\u5de8\u77f3\u306e\u8cea\u91cf\u542b\u6709\u7387", "subitem_subject_scheme": "Other"}, {"subitem_subject": "\u5ba4\u5185\u900f\u6c34\u8a66\u9a13", "subitem_subject_scheme": "Other"}, {"subitem_subject": "\u6570\u5024\u8a08\u7b97", "subitem_subject_scheme": "Other"}]}, "item_language": {"attribute_name": "\u8a00\u8a9e", "attribute_value_mlt": [{"subitem_language": "eng"}]}, "item_resource_type": {"attribute_name": "\u8cc7\u6e90\u30bf\u30a4\u30d7", "attribute_value_mlt": [{"resourcetype": "departmental bulletin paper", "resourceuri": "http://purl.org/coar/resource_type/c_6501"}]}, "item_title": "Determination of Hydraulic Conductivity of Sand Sediment Soil Taking an Inclusion of Gravel and Cobbles into Account", "item_titles": {"attribute_name": "\u30bf\u30a4\u30c8\u30eb", "attribute_value_mlt": [{"subitem_title": "Determination of Hydraulic Conductivity of Sand Sediment Soil Taking an Inclusion of Gravel and Cobbles into Account"}, {"subitem_title": "Determination of Hydraulic Conductivity of Sand Sediment Soil Taking an Inclusion of Gravel and Cobbles into Account", "subitem_title_language": "en"}]}, "item_type_id": "7", "owner": "1", "path": ["453/456", "485/872/1583/1611"], "permalink_uri": "http://hdl.handle.net/10191/17327", "pubdate": {"attribute_name": "\u516c\u958b\u65e5", "attribute_value": "2012-01-31"}, "publish_date": "2012-01-31", "publish_status": "0", "recid": "28499", "relation": {}, "relation_version_is_last": true, "title": ["Determination of Hydraulic Conductivity of Sand Sediment Soil Taking an Inclusion of Gravel and Cobbles into Account"], "weko_shared_id": null}