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contributor authorYiyi Ma
contributor authorDavid Z. Zhu
contributor authorNallamuthu Rajaratnam
contributor authorBert van Duin
date accessioned2017-12-16T09:06:12Z
date available2017-12-16T09:06:12Z
date issued2017
identifier other%28ASCE%29IR.1943-4774.0001241.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4238553
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.
publisherAmerican Society of Civil Engineers
titleEnergy Dissipation in Circular Drop Manholes
typeJournal Paper
journal volume143
journal issue12
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)IR.1943-4774.0001241
treeJournal of Irrigation and Drainage Engineering:;2017:;Volume ( 143 ):;issue: 012
contenttypeFulltext


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