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contributor authorM. Robinson Swift
contributor authorBarbaras Celikkol
contributor authorGilles LeCompagnon
contributor authorChris E. Goodwin
date accessioned2017-05-08T21:09:37Z
date available2017-05-08T21:09:37Z
date copyrightNovember 1992
date issued1992
identifier other%28asce%290733-950x%281992%29118%3A6%28587%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40969
description abstractDiversion boom approaches are developed to contain oil spills close to shore when high‐current velocities prevent normal booming operations. In the diversion boom configuration, one end is anchored outside the spill, while the other is secured to shore. The boom is angled to the current to deflect the oil towards a shore pickup point. Boom configuration (planform shape) must be designed for each site‐specific current environment to prevent leakage under the boom. A mathematical model relating mooring points, boom parameters, and current is developed, calibrated, and validated. The model is applied, as a representative example, to the design of a boom configuration for the Northeast Petroleum terminal on the Piscataqua River, N.H. Current information is obtained, and trial configurations are evaluated employing the model and using a leakage criterion of 0.31 m/s (0.6 knots) for the maximum normal component of current. The recommended design is found to behave as predicted in a demonstration experiment (without oil). Thus, the model and design procedures are observed to be suitable for diversion configuration design in high‐speed currents.
publisherAmerican Society of Civil Engineers
titleDiversion Oil Booms in Current
typeJournal Paper
journal volume118
journal issue6
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(1992)118:6(587)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1992:;Volume ( 118 ):;issue: 006
contenttypeFulltext


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