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 : 42
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Book Description
Author: James Robert Houston
Publisher:
ISBN:
Category : Finite element method
Languages : en
Pages : 42
Get Book Here
Book Description
Author: James Robert Houston
Publisher:
ISBN:
Category : Finite element method
Languages : en
Pages : 204
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Book Description
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 : Harbors
Languages : en
Pages :
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Book Description
Author: James R. Houston
Publisher:
ISBN:
Category : Harbors
Languages : en
Pages : 236
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Book Description
A hybrid finite element numerical model was used to calculate harbor resonance for existing conditions and proposed improvements of Los Angeles and Long Beach Harbors. The numerical model calculates harbor oscillation for harbors of arbitrary shape and variable depth. Ten finite element numerical grids were used to calculate the response of the harbors complex for incident waves with periods from 1 to 10 min. Calculations of the model for existing conditions of the harbors were shown to be in good agreement with prototype measurements. The numerical model calculations indicate that resonant oscillations in existing harbor facilities will not be greatly altered by the proposed modifications of the harbors complex. The largest oscillation in the proposed LNG slip and general cargo terminal created by the Terminal Island landfill occurred at a wave period of 258 sec. The seaward side of the Terminal Island landfill did not exhibit significant resonant oscillations for incident waves with periods from 1 to 10 min. (Author).
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:
Publisher:
ISBN:
Category :
Languages : en
Pages : 168
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Book Description
A hybrid finite element numerical model was used to calculate harbor resonance for existing conditions and proposed improvements of Los Angeles and Long Beach Harbors. The numerical model calculates harbor oscillation for harbors of arbitrary shape and variable depth. Ten finite element numerical grids were used to calculate the response of the harbors complex for incident waves with periods from 1 to 10 min. Calculations of the model for existing conditions of the harbors were shown to be in good agreement with prototype measurements. The numerical model calculations indicate that resonant oscillations in existing harbor facilities will not be radically altered by the proposed modifications of the harbors complex. The resonant oscillations are, in general, somewhat smaller for the modified conditions of the harbors complex than for existing conditions. (Author).
Author: James Robert Houston
Publisher:
ISBN:
Category : Finite element method
Languages : en
Pages : 0
Get Book Here
Book Description
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: John J. Wanstrath
Publisher:
ISBN:
Category : Finite element method
Languages : en
Pages : 42
Get Book Here
Book Description
