Monitoring Completed Coastal Projects - Lessons Learned II. PDF Download
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Author:
Publisher:
ISBN:
Category :
Languages : en
Pages : 5
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Book Description
To provide a summary of lessons learned from the Monitoring Completed Coastal Projects (MCCP) Program.
Author:
Publisher:
ISBN:
Category :
Languages : en
Pages : 5
Get Book Here
Book Description
To provide a summary of lessons learned from the Monitoring Completed Coastal Projects (MCCP) Program.
Author:
Publisher:
ISBN:
Category :
Languages : en
Pages : 6
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Book Description
To provide a summary of lessons learned from the Coastal Projects (MCCP) Program.
Author:
Publisher:
ISBN:
Category :
Languages : en
Pages : 78
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Book Description
Under the Monitoring Completed Coastal Projects Program, an assessment of the performance of a training jetty extension at Umpqua River, Oregon, was conducted. The monitoring was performed over the period from May 1983 through May 1984. It included the collection and analyzing of current, salinity, tide, wave, and beach and channel data. Evaluation of these data is discussed in detail. Comparison of the prototype data with that of a physical hydraulic model of the Umpqua River entrance conducted in 1970 was also performed to determine its predictive capabilities. Data on the performance of the project and observations made in the prototype, as well as conclusions and recommendations based on the monitoring effort, are reported herein.
Author: Robert R. Bottin
Publisher:
ISBN:
Category : Armourstone
Languages : en
Pages : 70
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Book Description
Author:
Publisher:
ISBN:
Category : Coastal ecology
Languages : en
Pages : 658
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Book Description
This guidance manual ... provides technical assistance, outlines necessary steps, and provides useful tools for the development and implementation of sound scientific monitoring of coastal restoration efforts ... [and] offers a means to detect early warnings that the restoration is on track or not, to gauge how well a restoration site is functioning, to coordinate projects and efforts for consistent and successful restoration, and to evaluate the ecological health of specific coastal habitats both before and after project completion.
Author: United States. Army. Corps of Engineers
Publisher:
ISBN:
Category : Coastal engineering
Languages : en
Pages : 5
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Book Description
Author:
Publisher:
ISBN:
Category : Hydraulic engineering
Languages : en
Pages : 338
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Book Description
Author: Eric E. Nelson
Publisher:
ISBN:
Category : Breakwaters, Mobile
Languages : en
Pages : 24
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Book Description
Author: Robert R. Bottin
Publisher:
ISBN:
Category : Coastwise navigation
Languages : en
Pages : 8
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Book Description
Author: Robert R. Bottin
Publisher:
ISBN:
Category : Harbors
Languages : en
Pages : 132
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Book Description
In 1992, St. Paul Harbor, Alaska, was approved for inclusion in the Monitoring Completed Navigation Projects Program. The objective of the monitoring plan for St. Paul Harbor was to determine if the harbor and its structures were performing (both functionally and structurally) as predicted by model studies used in the project design. Monitoring of the harbor was conducted during the period July 1993 through June 1996. Elements of the monitoring program included prototype wave gauging, wave hindcast study, wave runup, wave overtopping, bathymetric analysis, broken armor unit surveys, and photogrammetric analysis. Wave height data obtained inside the harbor appeared to validate a previous three-dimensional model study. A videotape analysis used to obtain wave runup data along the face of the St. Paul Harbor main breakwater was successful, except during periods of low visibility. Trends in wave hindcast data obtained outside the harbor correlated reasonably well with runup data in a qualitative sense. Absolute values of the hindcast significant wave heights, however, appeared to be substantially lower than the waves experienced in the prototype based on runup values measured, overtopping observed, and local forecasts. Although the St. Paul Harbor main breakwater is currently functioning in an acceptable manner and is in good condition structurally, armor stone continues to degrade. Continued deterioration is predicted due to freeze-thaw and wet-dry cycles as well as large waves and sea ice action. Photogrammetric analysis revealed most of the breakwater extension was below its design elevation.
