Show simple item record

contributor authorFrancesco Giuseppe Carollo
contributor authorVito Ferro
contributor authorVincenzo Pampalone
date accessioned2017-05-08T21:50:32Z
date available2017-05-08T21:50:32Z
date copyrightJune 2009
date issued2009
identifier other%28asce%29hy%2E1943-7900%2E0000070.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/63871
description abstractThis technical note, applying dimensional analysis and incomplete self-similarity, proposes a new functional relationship for the sequent depth ratio for hydraulic jumps over both smooth and rough horizontal beds. For the smooth bed condition, experimental measurements in the literature were used to calibrate the new relationship. For the rough bed condition the data of a previous investigation were used with new measurements carried out in a rectangular horizontal flume having a gravel bed. Finally, a generalized solution of the sequent depth ratio is proposed.
publisherAmerican Society of Civil Engineers
titleNew Solution of Classical Hydraulic Jump
typeJournal Paper
journal volume135
journal issue6
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)HY.1943-7900.0000036
treeJournal of Hydraulic Engineering:;2009:;Volume ( 135 ):;issue: 006
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record