Author:
Publisher:
ISBN:
Category :
Languages : en
Pages : 646
Book Description
Proposed Lahaina Small Boat Harbor Ferry Pier Improvements
Author:
Publisher:
ISBN:
Category :
Languages : en
Pages : 646
Book Description
Publisher:
ISBN:
Category :
Languages : en
Pages : 646
Book Description
Proposed Lahaina Small Boat Harbor Ferry Pier Improvements
Author: Munekiyo & Hiraga, Inc
Publisher:
ISBN:
Category : Lahaina Boat Harbor
Languages : en
Pages :
Book Description
Publisher:
ISBN:
Category : Lahaina Boat Harbor
Languages : en
Pages :
Book Description
Lahaina Small Boat Harbor Comfort Station Improvements
Author: Munekiyo & Hiraga, Inc
Publisher:
ISBN:
Category : Public toilets
Languages : en
Pages :
Book Description
Publisher:
ISBN:
Category : Public toilets
Languages : en
Pages :
Book Description
Homer Small Boat Harbor Expansion, Proposed Navigation Improvements
Author:
Publisher:
ISBN:
Category :
Languages : en
Pages : 358
Book Description
Publisher:
ISBN:
Category :
Languages : en
Pages : 358
Book Description
Federal Register
Author:
Publisher:
ISBN:
Category : Administrative law
Languages : en
Pages : 172
Book Description
Publisher:
ISBN:
Category : Administrative law
Languages : en
Pages : 172
Book Description
Federal Register Index
Author:
Publisher:
ISBN:
Category : Administrative law
Languages : en
Pages : 664
Book Description
Publisher:
ISBN:
Category : Administrative law
Languages : en
Pages : 664
Book Description
Wave Response of Proposed Improvement to the Small Boat Harbor at Maalaea, Maui, Hawaii
Author:
Publisher:
ISBN:
Category :
Languages : en
Pages : 120
Book Description
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.
Publisher:
ISBN:
Category :
Languages : en
Pages : 120
Book Description
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.
Draft Environmental Assessment
Author: Bow Engineering & Development, Inc
Publisher:
ISBN:
Category : Environmental impact analysis
Languages : en
Pages :
Book Description
Publisher:
ISBN:
Category : Environmental impact analysis
Languages : en
Pages :
Book Description
Proposed Navigation Improvements (small Boat Harbor Expansion) Homer, Alaska
Author: United States. Army. Corps of Engineers. Alaska District
Publisher:
ISBN:
Category : Harbors
Languages : en
Pages : 203
Book Description
Publisher:
ISBN:
Category : Harbors
Languages : en
Pages : 203
Book Description
Design for Small-Boat Harbor Improvements and Tidal Flushing, St. Paul Harbor, St. Paul Island, Alaska
Author:
Publisher:
ISBN:
Category :
Languages : en
Pages : 74
Book Description
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.
Publisher:
ISBN:
Category :
Languages : en
Pages : 74
Book Description
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.