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https://hdl.handle.net/11681/10589| Title: | Long Beach Harbor numerical analysis of harbor oscillations, Report 4 : Alternate plans for pier J completion and tanker terminal project (no landfill) |
| Authors: | Port of Long Beach. Wanstrath, John J. |
| Keywords: | Harbor oscillations Harbor resonance Long Beach Long Beach Harbor Harbors Ports California Numerical models Numerical analysis Mathematical models Finite element method Tanker terminals Piers Hydrodynamics |
| Publisher: | Hydraulics Laboratory (U.S.) Engineer Research and Development Center (U.S.) |
| Series/Report no.: | Miscellaneous paper (U.S. Army Engineer Waterways Experiment Station) ; H-76-20 rept.4. |
| Description: | Miscellaneous Paper Abstract: 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. |
| Rights: | Approved for public release; distribution is unlimited. |
| URI: | http://hdl.handle.net/11681/10589 |
| Appears in Collections: | Miscellaneous Paper |
Files in This Item:
| File | Description | Size | Format | |
|---|---|---|---|---|
| MP-H-76-20-Report-4.pdf | 4.21 MB | Adobe PDF |  View/Open |