Pentwater Physical Model
Pentwater Physical Model
Current Wave Absorber Studies
A study of the Pentwater Harbor was undertaken by the Detroit District and the
US Army Engineering Research Development Center (ERDC) in 2002 to study the
effectiveness of the wave absorbers at the subject harbor. The Pentwater Harbor
contains two 200-foot wave absorber cells with one on the north jetty and one
of the south jetty. Computer modeling was started in 2003 with various wave
absorber placement and sizing. A draft report of the results has been
completed. Five wave gages were deployed for 2-3 months: one upstream and
downstream of each absorber and a directional wave gage out in the lake in
approximately 30 feet of water. While the wave gages were collecting data, a
physical model was being built at ERDC. It was completed in September 2004 and
various scenarios will be run in the following months. The wave gage data will
be used to calibrate both the computer and physical models.
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Computer Modeling
- The Pentwater computer model was built using a state-of-the-art, finite
element, wave prediction model. It uses the Mild Slope Equation to predict wave
height, refraction and defraction within a coastal environment. It also takes
into effect harbor entrance losses, nonlinear amplitude dispersion, friction
and breaking.
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Physical Modeling
- The Pentwater physical model is a scale model of the actual harbor. Scaled
down design waves will be generated using a wave maker and run toward the
harbor from various directions. These results will be analyzed and used to help
create design guidance for future wave absorbers.
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Study Results (Not available at this time)