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Long Beach Harbor Numerical Analysis of Harbor Oscillations. Report 4. Alternate Plans for Pier J Completion and Tanker Terminal Project (No Landfill)
A hybrid finite element numerical model was used to calculate harbor resonance for the Pier J completion and tanker terminal project of Long Beach Harbor with no landfill. The numerical model calculates harbor oscillation for harbors of arbitrary shape and variable depth. A finite element grid which covered the immediate vicinity of the breakwater-protected tanker terminal area was used to calculate the response of this area to incident waves with periods from 30 sec to approximately 6 min. (Author)
Long Beach Harbor Numerical Analysis of Harbor Oscillations. Report 4. Alternate Plans for Pier J Completion and Tanker Terminal Project (No Landfill)
A hybrid finite element numerical model was used to calculate harbor resonance for the Pier J completion and tanker terminal project of Long Beach Harbor with no landfill. The numerical model calculates harbor oscillation for harbors of arbitrary shape and variable depth. A finite element grid which covered the immediate vicinity of the breakwater-protected tanker terminal area was used to calculate the response of this area to incident waves with periods from 30 sec to approximately 6 min. (Author)
Long Beach Harbor Numerical Analysis of Harbor Oscillations. Report 4. Alternate Plans for Pier J Completion and Tanker Terminal Project (No Landfill)
J. J. Wanstrath (author)
1977
34 pages
Report
No indication
English
Engineering Index Backfile | 1946
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