{"infobox":{"dc_creator":"WooScraper_v1","dc_date_year":1948,"dc_identifier":"nl.oorg10004.2j.1948.52","dc_publisher":"oorg10004","dc_publisher_name":"Overheidsorganisatie Rijkswaterstaat","dc_source":"https://open.rijkswaterstaat.nl/open-overheid/onderzoeksrapporten/@202517/zandgehalteverticaal-stationnaire/","dc_title":"De zandgehalteverticaal bij stationnaire stroming onder evenwichtsvoorwaarden","dc_type":"2j","dc_type_description":"2j - Onderzoek","foi_extraMetadata":{},"foi_fairiscoreVersions":{"v1":3,"v2":3},"foi_files":[{"dc_format":"application/pdf","dc_identifier":"nl.oorg10004.2j.1948.52.doc.1","dc_source":"https://open.rijkswaterstaat.nl/publish/pages/141286/1948-09.pdf","dc_title":"1948-09.pdf (pdf, 4.2 MB)","dc_type":"bijlage","foi_fairiscoreVersions":{"v1":3,"v2":3},"foi_fileName":"1948-09.pdf","foi_nrPages":57}],"foi_isWoo":"Ja","foi_nrDocuments":1,"foi_nrPagesInDossier":57,"foi_page_title":"Onderzoek Overheidsorganisatie Rijkswaterstaat","foi_publishedDate":"1948-01-01","foi_retrievedDate":"2024-09-25","tooiwl_type":"c_fdaee95e"},"resource":"nl.oorg10004.2j.1948.52"}
