Chapter
Aug 19, 2013
Kodiak Pier 3 - Ship Motion Tests for a Solid Fill and Pile-Supported Pier
Authors: Nels J. Sultan, Ph.D. [email protected], Ajay Sampath, Robert E. Randall, Ph.D. [email protected], Yuanzhe Zhi, and Andres LuaiAuthor Affiliations
Publication: Ports 2013: Success through Diversification
Abstract
Wave basin model tests were conducted to evaluate whether the model ship moved more when moored at a pile supported pier or a solid fill pier (quay wall) for the same incoming wave spectra. Mooring forces were also measured and the model scale was 50:1. The effects of different significant wave heights, wave periods, and wave directions were measured to determine the six degrees of freedom of ship motions using an optical motion tracking system. Load cells in 4 of the 14 mooring lines were used to measure the mooring line forces. Wire cables and springs were used to model the synthetic mooring lines. The test results for the optical tracking system and video of the motions in the wave basin testing showed no overall advantage for either pier type considering ship motions and mooring forces.
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© 2013 American Society of Civil Engineers.
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Published online: Aug 19, 2013
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PND Engineers, Inc., 1736 Fourth Avenue S, Suite A, Seattle, WA 98134. E-mail: [email protected]
Ajay Sampath
PND Engineers, Inc., 1736 Fourth Avenue S, Suite A, Seattle, WA 98134
Haynes Coastal Engineering Laboratory, Texas A&M University, 3136 TAMU, College Station, TX 77843-3136. E-mail: [email protected]
Yuanzhe Zhi
Haynes Coastal Engineering Laboratory, Texas A&M University, 3136 TAMU, College Station, TX 77843-3136
Andres Luai
Haynes Coastal Engineering Laboratory, Texas A&M University, 3136 TAMU, College Station, TX 77843-3136
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