{"created":"2021-01-05T12:59:20.282877+00:00","id":7231,"links":{},"metadata":{"_buckets":{"deposit":"06ac92cb-65ea-40a4-8926-9949c95da9b8"},"_deposit":{"created_by":174,"id":"7231","owner":"174","owners":[174],"owners_ext":{"displayname":"","email":"khinkyicinlin.rc.mmu@gmail.com","username":""},"pid":{"revision_id":0,"type":"depid","value":"7231"},"status":"published"},"_oai":{"id":"oai:meral.edu.mm:recid/00007231","sets":["1608151108672:1608152148040"]},"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","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","licensetype":"license_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"],"publish_date":"2021-01-05","publish_status":"0","recid":"7231","relation_version_is_last":true,"title":["APPROXIMATE SOLUTIONS ON FREE SURFACE PROFILE OF HYDRAULIC JUMP BY MEANS OF SIMPLIFIED DEPTH AVERAGED FLOW MODEL"],"weko_creator_id":"174","weko_shared_id":-1},"updated":"2022-03-24T23:14:30.274249+00:00"}