Please use this identifier to cite or link to this item:
|Long Beach Harbor numerical analysis of harbor oscillations, Report 3 : Alternate plans for pier J completion and tanker terminal project (62- and 82-ft depths)
|Port of Long Beach.
Houston, James R. (James Robert), 1947-
Long Beach Harbor
Finite element method
|Hydraulics Laboratory (U.S.)
Engineer Research and Development Center (U.S.)
|Miscellaneous paper (U.S. Army Engineer Waterways Experiment Station) ; H-76-20 rept.3.
Abstract: A hybrid finite element numerical model was used to calculate harbor response for three alternate geometrical plans and two water depths for the Pier J completion and tanker terminal project of Long Beach Harbor. The numerical model calculates harbor oscillation for harbors of arbitrary shape and variable depth. Three finite element grids which covered areas only in the immediate vicinity of the breakwater-protected tanker terminal area were used to calculate the response of this area to incident waves with periods from 30 sec to approximately 6 min.
|Approved for public release; distribution is unlimited.
|Appears in Collections: