Proposed Lahaina Small Boat Harbor Ferry Pier Improvements
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Total Pages |
: 646 |
Release |
: 2007 |
ISBN-10 |
: NWU:35556034519611 |
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: |
Rating |
: 4/5 (11 Downloads) |
Synopsis Proposed Lahaina Small Boat Harbor Ferry Pier Improvements by :
Author |
: Munekiyo & Hiraga, Inc |
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: |
Total Pages |
: |
Release |
: 2014 |
ISBN-10 |
: OCLC:1004433047 |
ISBN-13 |
: |
Rating |
: 4/5 (47 Downloads) |
Synopsis Proposed Lahaina Small Boat Harbor Ferry Pier Improvements by : Munekiyo & Hiraga, Inc
Author |
: Munekiyo & Hiraga, Inc |
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: |
Total Pages |
: |
Release |
: 2004 |
ISBN-10 |
: OCLC:999823516 |
ISBN-13 |
: |
Rating |
: 4/5 (16 Downloads) |
Synopsis Lahaina Small Boat Harbor Comfort Station Improvements by : Munekiyo & Hiraga, Inc
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Total Pages |
: 358 |
Release |
: 1981 |
ISBN-10 |
: NWU:35556031046022 |
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: |
Rating |
: 4/5 (22 Downloads) |
Synopsis Homer Small Boat Harbor Expansion, Proposed Navigation Improvements by :
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: |
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Total Pages |
: 172 |
Release |
: 2004 |
ISBN-10 |
: UCLA:L0099799256 |
ISBN-13 |
: |
Rating |
: 4/5 (56 Downloads) |
Synopsis Federal Register by :
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: |
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: |
Total Pages |
: 664 |
Release |
: 2002 |
ISBN-10 |
: MINN:31951P00953119I |
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: |
Rating |
: 4/5 (9I Downloads) |
Synopsis Federal Register Index by :
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Total Pages |
: 120 |
Release |
: 1993 |
ISBN-10 |
: OCLC:227797402 |
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: |
Rating |
: 4/5 (02 Downloads) |
Synopsis Wave Response of Proposed Improvement to the Small Boat Harbor at Maalaea, Maui, Hawaii by :
At the request of the U.S. Army Engineer Division, Pacific Ocean (POD), a numerical model wave response study of proposed improvements to Maalaea small boat harbor was conducted by the U.S. Army Engineer Waterways Experiment Station's (WES's) Coastal Engineering Research Center (CERC). The study was conducted to determine an optimal design plan of improvement which would provide the harbor with adequate protection from the incident wave climate. The existing harbor facility consists of an entrance channel, turning basin, two protective breakwaters, 93 berths, a haulout and launching ramp, and a 100,000-lb capacity cold storage plant. Following evaluation of the existing harbor, five proposed design plans of improvement were investigated.
Author |
: Bow Engineering & Development, Inc |
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: |
Total Pages |
: |
Release |
: 2005 |
ISBN-10 |
: OCLC:663401430 |
ISBN-13 |
: |
Rating |
: 4/5 (30 Downloads) |
Synopsis Draft Environmental Assessment by : Bow Engineering & Development, Inc
Author |
: United States. Army. Corps of Engineers. Alaska District |
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: |
Total Pages |
: 203 |
Release |
: 1979 |
ISBN-10 |
: OCLC:5388785 |
ISBN-13 |
: |
Rating |
: 4/5 (85 Downloads) |
Synopsis Proposed Navigation Improvements (small Boat Harbor Expansion) Homer, Alaska by : United States. Army. Corps of Engineers. Alaska District
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: |
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: |
Total Pages |
: 74 |
Release |
: 2001 |
ISBN-10 |
: OCLC:227964880 |
ISBN-13 |
: |
Rating |
: 4/5 (80 Downloads) |
Synopsis Design for Small-Boat Harbor Improvements and Tidal Flushing, St. Paul Harbor, St. Paul Island, Alaska by :
A 1:10-scale (undistorted) three-dimensional coastal hydraulic model was initially used to investigate the design of proposed harbor improvements at St. Paul Harbor, St. Paul Island, Alaska, with respect to wave and current conditions in the harbor and sediment patterns at the site. Wave-induced circulation and sediment patterns seaward of the main breakwater as a result of submerged reefs were investigated. Proposed improvements consisted of deepening the entrance channel, constructing a maneuvering area and installing a wave dissipating landfill inside the existing harbor, and constructing submerged reels seaward of the main breakwater. The model was reactivated in 1997 to study, on a preliminary basis, small-boat harbor improvements and flushing of Salt Lagoon in St Paul Harbor. In this study, the model was reactivated to finalize the design of small-boat harbor improvements and flushing at St. Paul Harbor. The model reproduced approximately 2,865 m (9,400 ft) of the St Paul shoreline, the existing harbor, the surface area of Salt Lagoon with its connecting channel to the harbor, and sufficient offshore area in the Bering Sea to permit generation of the required test waves. An 18.3-m-long (60-ft-long) unidirectional, spectral wave generator and an automated data acquisition and control system were used in model operation. Conclusions from study results were as follows: (a) Preliminary experiments indicated that all improvement plans would result in wave heights of less than 0.3 m (1.0-ft) in the small-boat mooring area for short-period storm wave conditions. (b) Preliminary experiments indicated that the harbor would experience long-period (surge) conditions for all the improvement plans.