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contributor authorChii-Jau Tang
contributor authorJyh-Hwa Chang
date accessioned2017-05-08T20:43:12Z
date available2017-05-08T20:43:12Z
date copyrightJuly 1998
date issued1998
identifier other%28asce%290733-9429%281998%29124%3A7%28742%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24672
description abstractThis paper describes the experimental and numerical study of the vortex formation during the passage of a solitary wave over a rectangular structure submerged in water. The transient patterns of the separated flow (R= 82,000) behind the block are visualized by tracing the motion of injected dye in a laboratory flume. The related numerical solution is calculated by using the stream function-vorticity formulation in a transient boundary-conformed grid system to satisfy the full nonlinear free-surface conditions. Both experimental and numerical results illustrate that a large vortex is first formed at the rear of the block, accompanied by a secondary eddy below it, as the solitary wave hits this block. Then the vortex is bulgy but decays with time, and the secondary eddy continues to grow in both size and strength as the primary vortex diffuses. The time development of these calculated flow patterns, including vortex shedding and vorticity transportation, agrees quite well with experimental observations.
publisherAmerican Society of Civil Engineers
titleFlow Separation during Solitary Wave Passing over Submerged Obstacle
typeJournal Paper
journal volume124
journal issue7
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1998)124:7(742)
treeJournal of Hydraulic Engineering:;1998:;Volume ( 124 ):;issue: 007
contenttypeFulltext


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