Long Beach Harbor Numerical Analysis of Harbor Oscillations PDF Download
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Author: James Robert Houston
Publisher:
ISBN:
Category : Finite element method
Languages : en
Pages : 72
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Book Description
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 [California]. 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.
Author: James Robert Houston
Publisher:
ISBN:
Category : Finite element method
Languages : en
Pages : 72
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Book Description
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 [California]. 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.
Author:
Publisher:
ISBN:
Category :
Languages : en
Pages : 0
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Book Description
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. (Author).
Author: James Robert Houston
Publisher:
ISBN:
Category : Finite element method
Languages : en
Pages : 0
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Book Description
Author: John J. Wanstrath
Publisher:
ISBN:
Category : Finite element method
Languages : en
Pages : 42
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Book Description
Author: United States-Japan Cooperative Program in Natural Resources. Panel on Marine Facilities. Meeting
Publisher:
ISBN:
Category : Ocean engineering
Languages : en
Pages : 512
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Book Description
Author:
Publisher:
ISBN:
Category : Hydrology
Languages : en
Pages :
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Author:
Publisher:
ISBN:
Category : Hydrology
Languages : en
Pages : 1360
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Book Description
Author: American Society of Civil Engineers. Waterway, Port, Coastal and Ocean Division
Publisher:
ISBN:
Category : Harbors
Languages : en
Pages : 624
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Book Description
Author: John J. Wanstrath
Publisher:
ISBN:
Category : Harbors
Languages : en
Pages : 0
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Book Description
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).
Author: Maritime Research Information Service
Publisher:
ISBN:
Category :
Languages : en
Pages : 568
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Book Description
