Chapter
Jul 29, 2013
Wave Structure Interaction during Hurricane Ivan Simulated by Two-Phase Flow Model
Publication: Coastal Hazards
Abstract
A two phase compressible finite volume numerical model based on Navier Stokes equation and k-ɛ equations is used to investigate interaction of regular waves with a 1:5 scale reinforced concrete model of a typical section of I-10 Bridge over Escambia Bay, Florida which was extensively damaged by Hurricane Ivan. Simulation results are validated by comparing to experimental data available from large scale laboratory experiments of wave forces on Highway Bridge superstructures conducted at Oregon State University. In addition, effect of air compressibility and the viscous effects on total hydrodynamic forces applied to the bridge superstructure are evaluated.
Get full access to this article
View all available purchase options and get full access to this chapter.
Information & Authors
Information
Published In
Coastal Hazards
Pages: 33 - 44
Copyright
© 2013 American Society of Civil Engineers.
History
Published online: Jul 29, 2013
Permissions
Request permissions for this article.
ASCE Technical Topics:
- Concrete structures
- Continuum mechanics
- Disaster risk management
- Disasters and hazards
- Dynamics (solid mechanics)
- Engineering fundamentals
- Engineering mechanics
- Flow simulation
- Hurricanes, typhoons, and cyclones
- Models (by type)
- Natural disasters
- Numerical models
- Scale models
- Simulation models
- Solid mechanics
- Structural engineering
- Structural models
- Structures (by type)
- Wave equations
- Waves (mechanics)
Authors
Affiliations
Sonny Astani Department of Civil & Environmental Engineering, University of Southern California, 3620 S. Vermont Avenue, KAP 210, Los Angeles, California, 90089-2531, U.S.A. Email: [email protected], [email protected]
Jiin-Jen Lee
Sonny Astani Department of Civil & Environmental Engineering, University of Southern California, 3620 S. Vermont Avenue, KAP 210, Los Angeles, California, 90089-2531, U.S.A
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.
Cited by
View Options
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.