Show simple item record

contributor authorM. R. Dabling
contributor authorB. P. Tullis
date accessioned2017-05-08T21:51:26Z
date available2017-05-08T21:51:26Z
date copyrightJuly 2012
date issued2012
identifier other%28asce%29hy%2E1943-7900%2E0000589.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64421
description abstractWeir submergence can influence head-discharge relationships for weirs used in channel applications when high tailwater conditions exist owing to a downstream control. Weir submergence describes a condition in which the water level downstream of the weir exceeds the weir crest elevation. When a weir becomes submerged, the driving head required to pass a specific discharge over the weir can increase significantly relative to a free-flow condition. In this study, the effects of tailwater submergence on laboratory-scale piano key weir head-discharge relationships were evaluated experimentally and compared with previously published data for labyrinth and sharp-crested linear weir submergence. The results of this comparison show that for relatively low levels of submergence, the piano key weir requires less upstream head relative to the labyrinth weir to pass a given discharge. This increase in efficiency was minimal (
publisherAmerican Society of Civil Engineers
titlePiano Key Weir Submergence in Channel Applications
typeJournal Paper
journal volume138
journal issue7
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)HY.1943-7900.0000563
treeJournal of Hydraulic Engineering:;2012:;Volume ( 138 ):;issue: 007
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record