Longshore circulation behind offshore breakwaters

By: Call Number: AIT Thesis no. WA-79-22 Contributor(s): Material type: TextSeries: Asian Institute of Technology. Thesis ; no. WA-79-22Publication details: Bangkok : Asian Institute of Technology, 1980Description: viii, 71 pSubject(s): Online resources: Dissertation note: Thesis (M.Eng.) - Asian Institute of Technology, 1980 Summary: The circulation pattern in the vicinity of off-shore breakwaters separated by a gap, is investigated experimentally for oblique incoming wave with sandy beach. The computed mass transport velocities in the absence of breakwaters and wave heights in the presence of breakwaters are compared with the experimental values. The experiments were carried out with different lengths· of breakwaters for different wave characteristics. The observed flow velocities have the tendency to increase with the wave height and the wave period. The ·main reason for the occurrence of the flow pattern is the wave height difference created by the diffraction of the incident wave and this flow pattern is strongly governed by the vortices formed at the tips of break waters. The shoreline changes are mainly due to the diffracted incoming wave and this process is supported by the rip current generated flowing towards the breakwater.
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20-AIT Publication Asian Institute of Technology Library AIT Publications AIT Thesis no. WA-79-22 (Browse shelf(Opens below)) 1 Available 30050003068615
20-AIT Publication Asian Institute of Technology Library AIT Publications AIT Thesis no. WA-79-22 (Browse shelf(Opens below)) 2 Available 30050003068607
40-Archives Asian Institute of Technology Library Archives AIT Thesis no. WA-79-22 (Browse shelf(Opens below)) Available 30050160040118

A thesis submitted in partial fulfillment of t he requirements for the degree of Master of Engineering, School of Engineering and Technology

Thesis (M.Eng.) - Asian Institute of Technology, 1980

The circulation pattern in the vicinity of off-shore breakwaters separated by a gap, is investigated experimentally for oblique incoming wave with sandy beach. The computed mass transport velocities in the absence of breakwaters and wave heights in the presence of breakwaters are compared with the experimental values. The experiments were carried out with different lengths· of breakwaters for different wave characteristics. The observed flow velocities have the tendency to increase with the wave height and the wave period. The ·main reason for the occurrence of the flow pattern is the wave height difference created by the diffraction of the incident wave and this flow pattern is strongly governed by the vortices formed at the tips of break waters. The shoreline changes are mainly due to the diffracted incoming wave and this process is supported by the rip current generated flowing towards the breakwater.

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