Engineering Design Guidance for Detached Breakwaters as Shoreline Stabilization Structure


Book Description

Detached breakwaters can be a viable method of shoreline stabilization and protection in the United States. Breakwaters can be designed to retard erosion of an existing beach, promote natural sedimentation to form a new beach, increase the longevity of a beach fill, and maintain a wide beach for storm damage reduction and recreation. The combination of low-crested breakwaters and planted marsh grasses is increasingly being used to establish wetlands and control erosion along estuarine shorelines. This report summarizes and presents the most recent functional and structural design guidance available for detached breakwaters and provides examples of both prototype projects and the use of available tools to assist in breakwater design. Functional design guidance presented includes a review of existing analytical techniques and design procedures, functional design considerations, and data requirements. The chapter on structural design guidance includes static and dynamic breakwater stability and methods to determine performance characteristics such as transmission, reflection, and energy dissipation. Also included is a discussion of numerical and physical modeling as tools for prediction of morphological response to detached breakwaters, and a case example of a breakwater project designed and constructed at Bay Ridge, Maryland. Beach stabilization, Salient, Breakwaters, Tombolo.




Coastal Groins and Nearshore Breakwaters


Book Description

Technical Engineering and Design Guides, as adapted from the U.S. Army Corps of Engineers No. 6. This book provides guidance for the design and placement of beach stabilization structures, specifically groins, nearshore breakwaters, and submerged sills. Groin dimensions--such as height, length, spacing, and permeability--and their effects on a groin's functional performance are examined, along with the use of physical and mathematical models to evaluate designs. Topics include: various design factors; the effect of breakwaters on nearshore circulation; wave conditions in the breakwater's lee; longshore transport; onshore-offshore transport; and construction and post-construction activities. Because the design of beach stabilization structures requires analysis of the wave, current, and longshore transport environments as well as the coastal processes at a project site, this manual can only provide general guidance and design concepts in the area of beach stabilization. The manual also includes a compilation of the advantages and disadvantages of the various types of beach stabilization systems.







International Conference on Coastlines, Structures and Breakwaters 2005


Book Description

Of gently sloping revetment in Japan / T. Uda, M. Serizawa, S. Seino, Y. Hoshigami, T. San-nami and K. Furuike -- Rehabilitation and redesign of the Gismeroy industrial area sea wall in Mandal, Norway / A.E. Lothe and T. Birkeland -- Evaluation of wave climate parameters from benchmarking flotsam levels / J. Grune -- Optimum safety levels for rubble mound breakwaters / H.F. Burcharth and J.D. Sorensen -- Tiered reliability-based methods for assessing the structural performance of coastal defences / F.A. Buijs, S. Segura Dominguez, P.B. Sayera, J.D. Simm and J.W. Hall -- Monitoring and maintenance of coastal structures / D. Phelp -- Composite-berm rubble mound breakwater / J. Melby.







Technical Memodrandum


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Shore Protection Manual


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Technical Report CERC


Book Description