Show simple item record

dc.contributor.authorYiyi Ma
dc.contributor.authorDavid Z. Zhu
dc.contributor.authorNallamuthu Rajaratnam
dc.contributor.authorBert van Duin
dc.date.accessioned2017-12-16T09:06:12Z
dc.date.available2017-12-16T09:06:12Z
dc.date.issued2017
dc.identifier.other%28ASCE%29IR.1943-4774.0001241.pdf
dc.identifier.urihttp://138.201.223.254:8080/yetl1/handle/yetl/4238553
dc.description.abstractEnergy dissipation is one of the main considerations in the design of drop manholes and is closely related to the flow regimes observed. Four flow regimes in a drop manhole are classified according to different flow conditions at the inlet and outlet: free overfall flow, orifice flow, pressurized outflow, and fully submerged manhole condition. Theoretical predictions of energy dissipation in drop manholes under different flow regimes compare well with previous experimental data. The drop height limitation for drop manholes is suggested to be 3 m in this study, as larger drop heights can cause the water flow to disintegrate into drops and result in excessive air entrainment. Designs of drop manholes based on different flow regimes are presented. A single drop manhole is also compared with a prior reported stacked drop manhole in terms of energy dissipation. It is found that a well-designed single drop manhole has a similar performance in energy dissipation compared with a stacked drop manhole.
dc.publisherAmerican Society of Civil Engineers
dc.titleEnergy Dissipation in Circular Drop Manholes
dc.typeJournal Paper
dc.journal.volume143
dc.journal.issue12
dc.journal.titleJournal of Irrigation and Drainage Engineering
dc.identifier.doi10.1061/(ASCE)IR.1943-4774.0001241
dc.treeJournal of Irrigation and Drainage Engineering:;2017:;Volume ( 143 ):;issue: 012
dc.contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record