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contributor authorRichard N. Weisman
contributor authorGerard P. Lennon
date accessioned2017-05-08T21:09:48Z
date available2017-05-08T21:09:48Z
date copyrightSeptember 1994
date issued1994
identifier other%28asce%290733-950x%281994%29120%3A5%28468%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41058
description abstractFlow emanating from perforations in a buried pipe can be used to fluidize sand in the coastal environment. A trench of specified length, width, and depth can be created by fluidization for applications such as sand bypassing and channel maintenance in tidal inlets and harbor mouths. Over 15 yr of research has culminated in a design methodology for selection of fluidizer pipe diameter; fluidizer hole orientation, size, and spacing; and flow rate and pressure requirements for achieving full fluidization. A complete system requires guidance on the selection of other components, including choice of materials, installation techniques, clear‐water intake, and slurry‐removal mechanism. The design example illustrates how to maintain a 9.14‐m‐ (30‐ft‐) wide, 2.44‐m‐ (8‐ft‐) deep channel in an inlet to a marina.
publisherAmerican Society of Civil Engineers
titleDesign of Fluidizer Systems for Coastal Environment
typeJournal Paper
journal volume120
journal issue5
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(1994)120:5(468)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1994:;Volume ( 120 ):;issue: 005
contenttypeFulltext


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