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contributor authorI. Guymer
contributor authorP. Dennis
contributor authorR. O’Brien
contributor authorC. Saiyudthong
date accessioned2017-05-08T20:45:06Z
date available2017-05-08T20:45:06Z
date copyrightApril 2005
date issued2005
identifier other%28asce%290733-9429%282005%29131%3A4%28312%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25894
description abstractNew data are presented describing the retention time and longitudinal dispersion of a solute tracer across circular surcharged manhole structures of different diameters. The variations with both discharge and surcharge level are described and the relationships quantified. The variation of the longitudinal dispersion coefficient exhibits poorly defined trends, however using an aggregated dead zone technique both the reach time delay and travel time show clear variations. A surcharge threshold level for these parameters is evident at the larger manhole diameters and this is explained in relation to jet theory. The variation of the surcharge mean time delay and postthreshold mean travel time are quantified, while the prethreshold travel times are shown to be dependent on both discharge and surcharge. The relationships allow for inclusion in sewer water quality modeling and provide a method for improving predictive techniques.
publisherAmerican Society of Civil Engineers
titleDiameter and Surcharge Effects on Solute Transport across Surcharged Manholes
typeJournal Paper
journal volume131
journal issue4
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2005)131:4(312)
treeJournal of Hydraulic Engineering:;2005:;Volume ( 131 ):;issue: 004
contenttypeFulltext


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