Seakeeping performance of a containment boom section in random waves and currents

• Published in: Ocean engineering Vol. 25; no. 2; pp. 143 - 172
• Main Authors: Kim, M.H, Muralidharan, S, Kee, S.T, Johnson, R.P, Seymour, R.J
• Format: Journal Article
• Language: English
• Published: Amsterdam Elsevier Ltd 1998; Elsevier
• Subjects: Applied sciences; Buildings. Public works; Exact sciences and technology; Hydraulic constructions; Marine; Port facilities and coastal structures. Lighthouses and beacons; Oil spill; Dynamic response; Wave effect; Mooring; Sea state; Two dimensional model; Numerical method; Velocity distribution; Fluid structure interaction; Scale model; Current wave interaction; Static conditions; Floating body; Boundary element method
• ISSN: 0029-8018; 1873-5258
• DOI: 10.1016/S0029-8018(97)00001-2

The seakeeping characteristics of various boom geometries in irregular waves and currents are investigated. The response of a floating boom section on the open sea is a function of a number of parameters, such as boom geometry, distribution of mass, buoyancy/weight ratio, and wave and current characteristics. To understand the relationship between these design parameters more clearly, a series of regular and irregular wave tests were conducted with six different 1:4 scale models for three current velocities and six different wave conditions. To simplify the problem, only rigid boom sections consisting of a buoyancy cylinder and vertical skirt were used. In parallel with this experimental program, a numerical model for the responses of two-dimensional floating boom sections in small-amplitude waves is also developed. The numerical results are compared with our large-scale experimental results. The boom effectiveness on the open sea is evaluated based on the concept of “effective draft” and “effective freeboard” assuming that drainage and oversplashing failures are the prime mechanisms of containment failure. Using the present results, a guideline for the optimum design/selection of future booms is developed.