Chapter
Apr 26, 2012
Passing Ship Effects at Typical Waterfronts
Publication: Ports 2010: Building on the Past, Respecting the Future
Abstract
This study explores passing ship effects on a floating pier and its client ships in typical waterfront environments. The flow induced by passing ships and the associated forces were traced with a Chimera, Reynolds-Averaged Navier-Stokes (RANS) based viscous flow solver. A parametric analysis was conducted to observe the nature of passing ship effects in a restricted waterway and quantify the influences of site specifics to the passing ship effects. The results indicate that the passing ship effects retain much of its nature in unrestricted water. However, water depth at the pier site, ship layouts, and large-scale seabed geographical features may moderately modify the intensity of the effects in extremely shallow waters. Parametric models should be used with care as they do not normally account for the influences of site specifics. Evidences are illustrated in terms of excitation forces on the moored ships.
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Copyright
© 2010 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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ASCE Technical Topics:
- Business management
- Client relationships
- Coasts, oceans, ports, and waterways engineering
- Engineering fundamentals
- Equations (by type)
- Fluid dynamics
- Fluid mechanics
- Hydraulic engineering
- Hydraulic structures
- Hydrologic engineering
- Mathematics
- Navier-Stokes equations
- Parameters (statistics)
- Piers
- Ports and harbors
- Practice and Profession
- Reynolds number
- Ship motion
- Ships
- Statistics
- Water and water resources
- Waterways
Authors
Affiliations
NAVFAC ESC, 1100 23rd Avenue, Port Hueneme, CA 93043-4370 USA;. E-mail: [email protected]
Zachry Department of Civil Engineering, TAMU, College Station, TX 77843-3136 USA. E-mail: [email protected]
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