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contributor authorThomas M. Ravens
contributor authorPhilip M. Gschwend
date accessioned2017-05-08T20:43:20Z
date available2017-05-08T20:43:20Z
date copyrightOctober 1999
date issued1999
identifier other%28asce%290733-9429%281999%29125%3A10%28998%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24737
description abstractTo obtain in situ measurements of sediment erodibility in defined bottom shear stress environments, a portable, straight flume was built, tested, and deployed in the field for six experiments at three locations in Quincy Bay of Boston Harbor, Mass. The flume had a 1.0-m-long inlet section, which included a boundary-layer trip and a roughened, plexiglass bottom; this design prevented erosion of the sediment bed in the boundary-layer-development region. Downstream of the inlet section was a 1.2-m-long sediment test section, which had a laboratory-verified, uniform bottom stress. In the absence of algal mats, our flume experiments on sites exhibiting a range of bed properties indicated quite uniform erodibility, with a critical shear stress τ
publisherAmerican Society of Civil Engineers
titleFlume Measurements of Sediment Erodibility in Boston Harbor
typeJournal Paper
journal volume125
journal issue10
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1999)125:10(998)
treeJournal of Hydraulic Engineering:;1999:;Volume ( 125 ):;issue: 010
contenttypeFulltext


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