Chapter
Aug 19, 2013

ULCS Mooring/Propwash Analysis, Port of Oakland, CA

Publication: Ports 2013: Success through Diversification

Abstract

Vessel hydrodynamic modeling, dynamic mooring analysis and propwash modeling were performed upon request from Port of Oakland (Port) to assess the potential hydrodynamic impacts resulting from passage and operations of new ULCSs in the Middle Harbor (Berths 55/56 and 60-63) and Outer Harbor (Berths 35/37). Hydrodynamic modeling results indicate that forces on berthed containerships are larger in the Outer Harbor than in the Middle Harbor, where vessel motions and mooring line loads are expected to be within guidelines from PIANC and OCIMF, respectively, and that peak bollard and fender loads are expected to be within rated capacities. Results of propwash analysis for Berths 57-59 and 35-37 indicate that the propwash-generated bottom velocities along the under-pier slope are comparable between the Existing Vessel and Future Vessel. Results for Berths 60-63 indicate that the un-armored slope and berth area would be scoured by propwash generated by a future design vessel. Results for both passing vessel hydrodynamics and propeller wash impacts to slopes reinforce the crucial importance of hydrodynamic modeling for evaluation of ship maneuvering impacts in real port settings.

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Go to Ports 2013
Ports 2013: Success through Diversification
Pages: 427 - 436

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Published online: Aug 19, 2013

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M. Tirindelli [email protected]
Associate, Coastal Engineer, Coast & Harbor Engineering, Inc., 155 Montgomery Street, Suite 301, San Francisco, CA 94104. E-mail: [email protected]
Principal, Author ASCE Mooring Subcommittee, Coast & Harbor Engineering, Inc., 155 Montgomery Street, Suite 301, San Francisco, CA 94104. E-mail: [email protected]
Principal, Coast & Harbor Engineering, Inc., 110 Main Street, Suite 103, Edmonds, WA 98020. E-mail: [email protected]
B. Mac Donnell [email protected]
Port Associate Engineer, Port of Oakland, 530 Water Street, Oakland, CA 94607. E-mail: [email protected]

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