Advanced 2D Scour Analysis of the Piers of the New Goethals Bridge
Publication: World Environmental and Water Resources Congress 2024
ABSTRACT
Bridges represent crucial links in the transportation network of entire regions both during service life and during evacuations following natural catastrophes, such as floods. For bridges constructed over waterways, the choice of the piers’ location, shape, and foundation system depends upon structural, geotechnical, and hydraulic engineering considerations. This article presents the modeling approach and the results of an advanced hydrodynamic approach to determine the scour depths around the piers of the New Goethals Bridge for the 100-year (design level) and the 500-year (check level) flood events. The bridge connects New Jersey to Staten Island and is located over the Arthur Kill strait, which constitutes a major waterway for the Port of New York and New Jersey and at the same time belongs to one of the largest estuaries on the East Coast of the United States (1,600 square miles). A 2D approach was employed given the fact that the Arthur Kill is characterized by cyclical tidal conditions, which require a two-dimensional unsteady approach to provide a realistic estimation of the scour depths and flow velocities around the piers that are located in the floodplain. The technical aspects of the modeling process, such as the boundary conditions, the initial conditions, and the mesh generation method, are discussed in detail throughout the paper. The results regarding scour depth and flow velocity around the piers are discussed and compared with a less computationally expensive one-dimensional steady-state approach typically employed in conventional riverine bridge projects.
Get full access to this chapter
View all available purchase options and get full access to this chapter.
REFERENCES
ADH. (2013). Release 4.31, US Army Corps of Engineers Coastal and Hydraulics Laboratory.
HEC-18. (2012). Evaluating Scour at Bridges, Fifth Edition, Federal Highway Administration.
SMS. (2013). 11.1.10, Surface Water Modeling System, Aquaveo LLC, Provo, Utah, USA.
Kattell, J. (1998). Bridge Scour Evaluation: Screening, Analysis, & Countermeasures; USDA Forest Service, San Dimas Technology and Development Center; San Dimas, CA, USA.
Modica, G. (2015). Goethals Bridge. The Port Authority of New York and New Jersey/RGA Inc., Philadelphia, PA, USA.
Information & Authors
Information
Published In
History
Published online: May 16, 2024
ASCE Technical Topics:
- Analysis (by type)
- Bodies of water (by type)
- Bridge foundations
- Caissons
- Coasts, oceans, ports, and waterways engineering
- Disaster risk management
- Disasters and hazards
- Engineering fundamentals
- Floods
- Foundations
- Geotechnical engineering
- Hydraulic engineering
- Hydraulic structures
- Hydraulics
- Natural disasters
- Piers
- Ports and harbors
- Scour
- Structural engineering
- Structural systems
- Structures (by type)
- Two-dimensional analysis
- Water and water resources
- Water management
- Waterways
Authors
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.