{"_buckets": {"deposit": "dd6f70ed-47d0-43f5-8005-f1f1ec628f3b"}, "_deposit": {"id": "28510", "owners": [], "pid": {"revision_id": 0, "type": "depid", "value": "28510"}, "status": "published"}, "_oai": {"id": "oai:niigata-u.repo.nii.ac.jp:00028510"}, "item_7_alternative_title_1": {"attribute_name": "\u305d\u306e\u4ed6\u306e\u30bf\u30a4\u30c8\u30eb", "attribute_value_mlt": [{"subitem_alternative_title": "Measurement of Hydraulic Conductivity of Soil in Sand Field by Using the Well Permeameter"}]}, "item_7_biblio_info_6": {"attribute_name": "\u66f8\u8a8c\u60c5\u5831", "attribute_value_mlt": [{"bibliographicIssueDates": {"bibliographicIssueDate": "2001-03", "bibliographicIssueDateType": "Issued"}, "bibliographicIssueNumber": "2", "bibliographicPageEnd": "158", "bibliographicPageStart": "151", "bibliographicVolumeNumber": "53", "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": "\u7802\u5730\u307b\u5834\u3067\u3001\u30b2\u30eb\u30d5\u5f0f\u30a6\u30a7\u30eb\u30d1\u30fc\u30df\u30a2\u30e1\u30fc\u30bf(GP)\u6cd5\u306e\u9069\u7528\u6027\u3092\u8abf\u3079\u305f\u3002\u5f53\u8a66\u9a13\u6cd5\u306f\u3001 1985\u5e74\u524d\u5f8c\u306b\u30ab\u30ca\u30c0\u306eGuelph\u5927\u5b66\u306e\u7814\u7a76\u30b0\u30eb\u30fc\u30d7\u306b\u3088\u3063\u3066\u958b\u767a\u3055\u308c\u305f\u3082\u306e\u3067\u3001\u30aa\u30fc\u30ac\u30fc\u3067\u6398\u524a\u3057\u305f\u534a\u5f84\u6559 cm \u7a0b\u5ea6\u306e\u30a6\u30a7\u30eb\u5185\u306b\u4e00\u5b9a\u6c34\u4f4d\u3092\u4fdd\u3061\u3001\u305d\u306e\u3068\u304d\u306b\u751f\u3058\u308b\u5b9a\u5e38\u6d78\u6f64\u91cf\u3092\u6e2c\u5b9a\u3057\u3066\u3001\u307b\u5834\u306b\u304a\u3051\u308b\u98fd\u548c\u900f\u6c34\u4fc2\u6570 K_\u003cfs\u003e \u3092\u6e2c\u5b9a\u3059\u308b\u3082\u306e\u3067\u3042\u308b\u3002\u4e00\u9023\u306e\u8a66\u9a13\u3088\u308a\u3001\u6e2c\u5b9a\u88c5\u7f6e\u306e\u30b7\u30f3\u30d7\u30eb\u3055\u3001\u6e2c\u5b9a\u306e\u7c21\u4fbf\u3055\u3068\u8fc5\u901f\u6027\u3068\u3044\u3063\u305f\u539f\u4f4d\u7f6e\u8a66\u9a13\u6cd5\u3068\u3057\u3066\u306e\u512a\u308c\u305f\u6027\u80fd\u3092\u78ba\u8a8d\u3067\u304d\u305f\u3002\u6e2c\u5b9a\u7cbe\u5ea6\u3082\u3001\u5341\u5206\u306b\u5b9f\u52d9\u7684\u306a\u3082\u306e\u3067\u3042\u3063\u305f\u3002\u6df1\u3055140cm \u307e\u3067\u5b9f\u65bd\u3057\u305f GP\u6cd5\u304b\u3089\u3048\u3089\u308c\u305fK_\u003cfs\u003e \u3068\u3001\u305d\u306e\u5f8c\u306b\u6398\u524a\u3057\u305f\u30c8\u30ec\u30f3\u30c1\u3067\u306e\u571f\u5c64\u65ad\u9762\u306e\u89b3\u5bdf\u7d50\u679c\u304a\u3088\u3073\u63a1\u53d6\u30b3\u30a2\u571f\u306e\u900f\u6c34\u4fc2\u6570\u3068\u306e\u5bfe\u6bd4\u3092\u884c\u3063\u305f\u3002GP\u6cd5\u306f\u3001\u8a66\u9a13\u6761\u4ef6\u3068\u571f\u8cea\u306b\u5fdc\u3058\u305f\u6e2c\u5b9a\u9818\u57df\u3092\u3082\u3064\u305f\u3081\u3001\u5c64\u69cb\u9020\u3092\u3082\u3064\u307b\u5834\u3067\u306f\u3001\u3053\u306e\u6e2c\u5b9a\u984d\u57df\u306b\u542b\u307e\u308c\u308b\u571f\u5c64\u3092\u5e73\u6ed1\u3057\u305f\u3088\u3046\u306aK_\u003cfs\u003e \u3092\u7b97\u51fa\u3059\u308b\u3053\u3068\u3001\u307e\u305f\u7802\u5730\u307b\u5834\u306e\u3088\u3046\u306b\u76f8\u5bfe\u7684\u306b\u900f\u6c34\u6027\u306e\u9ad8\u3044\u571f\u58cc\u3067\u306f\u3001\u4e3b\u306b\u925b\u76f4\u65b9\u5411\u306e\u900f\u6c34\u4fc2\u6570\u3092\u6e2c\u5b9a\u3059\u308b\u3053\u3068\u304c\u5206\u304b\u3063\u305f\u3002", "subitem_description_type": "Abstract"}, {"subitem_description": "An applicability of the Guelph well permeameter (GP) method was examined by in-situ tests in sand field. The GP method, which was developed by the researchers of Guelph University, Canada, around 1985, is an in-situ permeability test to determine a field-saturated hydraulic conductivity of soil, K_\u003cfs\u003e by measuring steady-state infiltration rate from a bored well into the soil to maintain constant head of water within the well. The in-situ tests in the sand field showed that an apparatus of the GP method as well as a procedure to measure the steady-state infiltration rate is quite simple. Accuracy of K_\u003cfs\u003e was successfully evaluated by comparing with saturated hydraulic conductivity of soil cores sampled from the test sites without disturbance. K_\u003cfs\u003e along the vertical line from the soil surface to 140cm in depth were measured by the GP method and plotted together with the soil profile along the vertical section of a trench in the soil. Comparison between K_\u003cfs\u003e along the soil profile and the saturated hydraulic conductivity of the soil cores sampled from the soil layers revealed that, in the case of layered soil, the GP method provides a weighted average value of K_\u003cfs\u003e of layered soils included within some region around the well. It was also shown that the vertical component of hydraulic conductivity is preferably measured by the GP method in sand soil.", "subitem_description_type": "Abstract"}]}, "item_7_full_name_3": {"attribute_name": "\u8457\u8005\u5225\u540d", "attribute_value_mlt": [{"nameIdentifiers": [{"nameIdentifier": "163999", "nameIdentifierScheme": "WEKO"}], "names": [{"name": "Morii, Toshihiro"}]}, {"nameIdentifiers": [{"nameIdentifier": "164000", "nameIdentifierScheme": "WEKO"}], "names": [{"name": "Matsumoto, Satoshi"}]}, {"nameIdentifiers": [{"nameIdentifier": "164001", "nameIdentifierScheme": "WEKO"}], "names": [{"name": "Mori, Takayuki"}]}]}, "item_7_publisher_7": {"attribute_name": "\u51fa\u7248\u8005", "attribute_value_mlt": [{"subitem_publisher": "\u65b0\u6f5f\u5927\u5b66\u8fb2\u5b66\u90e8"}]}, "item_7_select_19": {"attribute_name": "\u8457\u8005\u7248\u30d5\u30e9\u30b0", "attribute_value_mlt": [{"subitem_select_item": "publisher"}]}, "item_7_source_id_11": {"attribute_name": "\u66f8\u8a8c\u30ec\u30b3\u30fc\u30c9ID", "attribute_value_mlt": [{"subitem_source_identifier": "AN00183393", "subitem_source_identifier_type": "NCID"}]}, "item_7_source_id_9": {"attribute_name": "ISSN", "attribute_value_mlt": [{"subitem_source_identifier": "03858634", "subitem_source_identifier_type": "ISSN"}]}, "item_creator": {"attribute_name": "\u8457\u8005", "attribute_type": "creator", "attribute_value_mlt": [{"creatorNames": [{"creatorName": "\u68ee\u4e95, \u4fca\u5e83"}], "nameIdentifiers": [{"nameIdentifier": "163996", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "\u677e\u672c, \u667a"}], "nameIdentifiers": [{"nameIdentifier": "163997", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "\u68ee, \u656c\u5e78"}], "nameIdentifiers": [{"nameIdentifier": "163998", "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": "53_2_151-158.pdf", "filesize": [{"value": "497.6 kB"}], "format": "application/pdf", "future_date_message": "", "is_thumbnail": false, "licensetype": "license_free", "mimetype": "application/pdf", "size": 497600.0, "url": {"label": "53_2_151-158.pdf", "url": "https://niigata-u.repo.nii.ac.jp/record/28510/files/53_2_151-158.pdf"}, "version_id": "4325daa7-25ee-420d-8ca6-f3a20b898dd3"}]}, "item_keyword": {"attribute_name": "\u30ad\u30fc\u30ef\u30fc\u30c9", "attribute_value_mlt": [{"subitem_subject": "\u539f\u4f4d\u7f6e\u900f\u6c34\u8a66\u9a13", "subitem_subject_scheme": "Other"}, {"subitem_subject": "\u30a6\u30a7\u30eb\u30d1\u30fc\u30df\u30a2\u30e1\u30fc\u30bf\u6cd5", "subitem_subject_scheme": "Other"}, {"subitem_subject": "\u7802\u5730\u307b\u5834", "subitem_subject_scheme": "Other"}, {"subitem_subject": "\u307b\u5834\u98fd\u548c\u900f\u6c34\u4fc2\u6570", "subitem_subject_scheme": "Other"}, {"subitem_subject": "In-situ permeability test", "subitem_subject_scheme": "Other"}, {"subitem_subject": "Well permeameter method", "subitem_subject_scheme": "Other"}, {"subitem_subject": "Sand field", "subitem_subject_scheme": "Other"}, {"subitem_subject": "Field-saturated hydraulic conductivity of soil", "subitem_subject_scheme": "Other"}]}, "item_language": {"attribute_name": "\u8a00\u8a9e", "attribute_value_mlt": [{"subitem_language": "jpn"}]}, "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": "\u30a6\u30a8\u30eb\u30d1\u30fc\u30df\u30a2\u30e1\u30fc\u30bf\u6cd5\u3092\u7528\u3044\u305f\u7802\u5730\u307b\u5834\u3067\u306e\u900f\u6c34\u4fc2\u6570\u306e\u6e2c\u5b9a", "item_titles": {"attribute_name": "\u30bf\u30a4\u30c8\u30eb", "attribute_value_mlt": [{"subitem_title": "\u30a6\u30a8\u30eb\u30d1\u30fc\u30df\u30a2\u30e1\u30fc\u30bf\u6cd5\u3092\u7528\u3044\u305f\u7802\u5730\u307b\u5834\u3067\u306e\u900f\u6c34\u4fc2\u6570\u306e\u6e2c\u5b9a"}, {"subitem_title": "\u30a6\u30a8\u30eb\u30d1\u30fc\u30df\u30a2\u30e1\u30fc\u30bf\u6cd5\u3092\u7528\u3044\u305f\u7802\u5730\u307b\u5834\u3067\u306e\u900f\u6c34\u4fc2\u6570\u306e\u6e2c\u5b9a", "subitem_title_language": "en"}]}, "item_type_id": "7", "owner": "1", "path": ["453/456", "485/872/1583/1615"], "permalink_uri": "http://hdl.handle.net/10191/25149", "pubdate": {"attribute_name": "\u516c\u958b\u65e5", "attribute_value": "2014-02-13"}, "publish_date": "2014-02-13", "publish_status": "0", "recid": "28510", "relation": {}, "relation_version_is_last": true, "title": ["\u30a6\u30a8\u30eb\u30d1\u30fc\u30df\u30a2\u30e1\u30fc\u30bf\u6cd5\u3092\u7528\u3044\u305f\u7802\u5730\u307b\u5834\u3067\u306e\u900f\u6c34\u4fc2\u6570\u306e\u6e2c\u5b9a"], "weko_shared_id": null}