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contributor authorJohn R. C. Hsu
contributor authorRichard Silvester
contributor authorYi‐Min Xia
date accessioned2017-05-08T21:09:18Z
date available2017-05-08T21:09:18Z
date copyrightMay 1989
date issued1989
identifier other%28asce%290733-950x%281989%29115%3A3%28299%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40734
description abstractCrenulate‐shaped bays are ubiquitous, with a large spectrum of sizes on coasts, enclosed seas, lakes, and rivers. They exist where waves arrive persistently from an oblique direction to the general coast. They thus indicate to man nature's way of maintaining beaches that are in dynamic or static equilibrium. This phenomenon can be utilized to retain beaches in locations where erosion was previously encountered. Such a process has been termed “headland control.” It is applicable to any shapes of coastline, be it straight, bayed, or convex. The headlands can be designed to minimize the effect of storm waves on them. It must be accepted that such waves will still remove the beach berm almost annually to form an offshore bar that affords protection to facilities landward of it. Their direction of arrival dictates the volume of material so demanded, which can vary around the periphery of a bay.
publisherAmerican Society of Civil Engineers
titleApplications of Headland Control
typeJournal Paper
journal volume115
journal issue3
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(1989)115:3(299)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1989:;Volume ( 115 ):;issue: 003
contenttypeFulltext


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