Barking Sands, Kauai, Hawaii, Design of Proposed Harbor for Pacific Missile Range Facility PDF Download
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Author: Robert R. Bottin
Publisher:
ISBN:
Category : Breakwaters
Languages : en
Pages : 94
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Book Description
Author: Robert R. Bottin
Publisher:
ISBN:
Category : Breakwaters
Languages : en
Pages : 94
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Book Description
Author:
Publisher:
ISBN:
Category : Hydraulic engineering
Languages : en
Pages : 144
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Book Description
Author:
Publisher:
ISBN:
Category :
Languages : en
Pages : 88
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Book Description
A 1:60-scale, three-dimensional hydraulic model was used to investigate the design of a proposed harbor at Barking Sands, Kauai, Hawaii, with respect to wave action and entrance channel shoaling. The model reproduced the proposed harbor, approximately 4,600 ft of the Hawaiian shoreline, and sufficient offshore area in the Pacific Ocean to permit generation of the required test waves. One harbor configuration with two breakwater plans was tested. An 80-ft-long unidirectional, spectral wave generator, an automated data acquisition and control system, and a crushed coat tracer material were used in model operation. It was concluded from test results that: (a) For the harbor basin and entrance channel with no structures installed (Plan 1), wave heights in the berthing area will exceed the established 1.5-ft criterion for test waves from all five test directions. (b) For the harbor basin and entrance channel with no structures installed (Plan 1), sediment will migrate into the entrance channel for test waves from all five directions. (c) For the offshore breakwater plan (Plan 2), wave heights in the berthing area will exceed the established criterion for test waves from the predominant northwest direction. (d) For the offshore breakwater plan (Plan 2), sediment tracer north of the harbor will migrate southerly into the entrance channel for test waves from the predominant northwest direction. (e) For the dual shore-connected breakwater plan (Plan 3), wave heights will exceed the criterion in the berthing area by only 0.1 ft at one location. (f) For the dual shore-connected breakwater plan (Plan 3), no appreciable shoaling of the harbor entrance will occur.
Author:
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ISBN:
Category : Coastal engineering
Languages : en
Pages : 92
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Book Description
Author:
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ISBN:
Category : Environmental impact statements
Languages : en
Pages : 274
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Book Description
Author: Waterways Experiment Station (U.S.)
Publisher:
ISBN:
Category : Hydraulic engineering
Languages : en
Pages : 92
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Book Description
Author:
Publisher:
ISBN:
Category :
Languages : en
Pages : 522
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Book Description
Author:
Publisher:
ISBN:
Category : Science
Languages : en
Pages : 770
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Author: Robert R. Bottin
Publisher:
ISBN:
Category : Breakwaters
Languages : en
Pages : 92
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Book Description
Author:
Publisher:
ISBN:
Category : Cables, Submarine
Languages : en
Pages : 456
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Book Description
This handbook deals with the protection of that portion of an ocean cable system which passes through the nearshore zone. This zone is defined as an indefinite area that extends seaward from the shoreline to well beyond the breaker zone. For the purpose of this work, the outer limit of this zone has been established as the distance from shore at which the water depth is great enough that the hydrodynamic effects of storm waves no longer represent a potential danger to the bottom-resting cable. Although this gives a rationale for establishing the nearshore zone, the extent of this region depends on specific site conditions. It could extend offshore to a water depth of at least 100 feet or as much as 600 feet (Valent and Brackett, 1976). The information presented in this handbook is directed primarily toward future cable installations; however, many of the protection systems and most of the design theory can easily be adapted for use in repair of existing installations.
