{"_buckets": {"deposit": "06ac92cb-65ea-40a4-8926-9949c95da9b8"}, "_deposit": {"created_by": 174, "id": "7231", "owner": "174", "owners": [174], "owners_ext": {"displayname": "", "username": ""}, "pid": {"revision_id": 0, "type": "depid", "value": "7231"}, "status": "published"}, "_oai": {"id": "oai:meral.edu.mm:recid/00007231", "sets": ["1608152148040", "user-mmu"]}, "communities": ["mmu"], "item_1583103067471": {"attribute_name": "Title", "attribute_value_mlt": [{"subitem_1551255647225": "APPROXIMATE SOLUTIONS ON FREE SURFACE PROFILE OF HYDRAULIC JUMP BY MEANS OF SIMPLIFIED DEPTH AVERAGED FLOW MODEL", "subitem_1551255648112": "en"}]}, "item_1583103085720": {"attribute_name": "Description", "attribute_value_mlt": [{"interim": "A simple depth-averaged flow model is derived considering the deformation of stream-wise velocity to reproduce the characteristics of hydraulic jump. Initially, representing the stream-wise velocity distribution using a power series of dimensionless depth, the dependency of coefficients in the power series on the spatial coordinate is formulated using 2- D continuity and momentum equations. The water surface profile equation for a hydraulic jump is deduced using the depth-averaged continuity and momentum equation with iteration procedures. Then the calculated approximate solutions for water surface profiles are verified with the previous experimental data."}]}, "item_1583103108160": {"attribute_name": "Keywords", "attribute_value_mlt": [{"interim": "hydraulic jump, depth-averaged flow model, open channel flows"}]}, "item_1583103120197": {"attribute_name": "Files", "attribute_type": "file", "attribute_value_mlt": [{"accessrole": "open_access", "date": [{"dateType": "Available", "dateValue": "2021-01-05"}], "displaytype": "preview", "download_preview_message": "", "file_order": 0, "filename": "APPROXIMATE SOLUTIONS ON FREE SURFACE PROFILE OF HYDRAULIC JUMP BY MEANS OF SIMPLIFIED DEPTH AVERAGED FLOW MODEL , TTT.pdf", "filesize": [{"value": "256 KB"}], "format": "application/pdf", "future_date_message": "", "is_thumbnail": false, "licensetype": "license_0", "mimetype": "application/pdf", "size": 256000.0, "url": {"url": "https://meral.edu.mm/record/7231/files/APPROXIMATE SOLUTIONS ON FREE SURFACE PROFILE OF HYDRAULIC JUMP BY MEANS OF SIMPLIFIED DEPTH AVERAGED FLOW MODEL , TTT.pdf"}, "version_id": "29cb3dc9-2412-48b9-8dbd-5567be1ab569"}]}, "item_1583103147082": {"attribute_name": "Conference papers", "attribute_value_mlt": [{"subitem_acronym": "JSCE Annual Conference", "subitem_conference_title": "Japan Society of Civil Engineers Annual Conference", "subitem_place": "Japan"}]}, "item_1583105942107": {"attribute_name": "Authors", "attribute_value_mlt": [{"subitem_authors": [{"subitem_authors_fullname": "Thin Thwe Thwe"}, {"subitem_authors_fullname": "Takashi Hosoda"}, {"subitem_authors_fullname": "M. N. Langhi"}, {"subitem_authors_fullname": "Daiki Chifu"}]}]}, "item_1583108359239": {"attribute_name": "Upload type", "attribute_value_mlt": [{"interim": "Publication"}]}, "item_1583108428133": {"attribute_name": "Publication type", "attribute_value_mlt": [{"interim": "Conference paper"}]}, "item_title": "APPROXIMATE SOLUTIONS ON FREE SURFACE PROFILE OF HYDRAULIC JUMP BY MEANS OF SIMPLIFIED DEPTH AVERAGED FLOW MODEL", "item_type_id": "21", "owner": "174", "path": ["1608152148040"], "permalink_uri": "http://hdl.handle.net/20.500.12678/0000007231", "pubdate": {"attribute_name": "Deposited date", "attribute_value": "2021-01-05"}, "publish_date": "2021-01-05", "publish_status": "0", "recid": "7231", "relation": {}, "relation_version_is_last": true, "title": ["APPROXIMATE SOLUTIONS ON FREE SURFACE PROFILE OF HYDRAULIC JUMP BY MEANS OF SIMPLIFIED DEPTH AVERAGED FLOW MODEL"], "weko_shared_id": -1}