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contributor authorFangxin Fang
contributor authorArchie J. Johnston
date accessioned2017-05-08T21:10:20Z
date available2017-05-08T21:10:20Z
date copyrightAugust 2001
date issued2001
identifier other%28asce%290733-950x%282001%29127%3A4%28222%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41400
description abstractThe effectiveness of a boom is associated with the hydrodynamics in the vicinity of the oil slick that it is attempting to contain, especially under open-sea conditions. A comprehensive investigation of oil containment is provided under various current, wave, and wind conditions. In this paper, a local two-phase nonlinear hydrodynamic numerical model is developed to simulate oil containment by a fixed boom under open-sea conditions. The shape of an oil slick is a function of time, and unstable waves may develop along the oil-water interfacial boundary. This paper describes a simulation of the behavior of the oil slick and deals with important interfacial boundary conditions. A nonhydrostatic pressure is introduced to accommodate the complicated local flow near the oil slick and a successive overrelaxation method is used to solve the pressure equation. A comparison is made of the oil slick shape with and without the hydrostatic pressure assumption. Some simple simulations of free-surface elevations under a number of wave conditions are performed to verify the numerical model. The computed results are in general agreement with those obtained from previous experiments.
publisherAmerican Society of Civil Engineers
titleOil Containment by Boom in Waves and Wind. I: Numerical Model
typeJournal Paper
journal volume127
journal issue4
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(2001)127:4(222)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2001:;Volume ( 127 ):;issue: 004
contenttypeFulltext


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