DESIGN AND CONSTRUCTION OF BERM TYPE BREAKWATERS

Proceedings of the International Conference on Coastal Engineering

D.D. Davidson⁵  Billy Edge⁶  Donald Treadwell¹  Orville T. Magoon²  William F. Baird⁴  Charles I. Rauw³ 

[1] Geomatrix Consultants, San Francisco;Rubble Mound Structures Committee;Winzler & Kelly, San Francisco;W.F. Baird & Associates Coastal Engineers Ltd.;Coastal Engineering Research Center, Vicksburg, MS;Cubit Engineering Ltd., Charleston

关键词: breakwater;    breakwater design;    berm breakwater;    breakwater construction;   

DOI  :  10.9753/icce.v21.%p

学科分类：建筑学

来源: Coastal Engineering Research Council

【 摘 要 】

The standard design for a rubble-mound breakwater as reported in recent text books and manuals has consisted of a core of rubble quarry-run that is protected from wave action by two layers of relatively large quarried stone or concrete units. Filter layers of intermediate size stone are recommended beneath the armour layer to prevent loss of the core material through the armour. The pioneering work of Hudson provides coefficients for a formula that allowed widespread use of this design concept throughout the world. A breakwater of this form tends to require the smallest volume of stone; however, it may not represent the least cost structure for a specific location because of the cost and availability of local materials. Recently, design engineers and hydraulic laboratories have given considerable attention to alternative forms of rubble mound structures. The objective of this work has been to minimize cost while maintaining the same or improved level of stability when the breakwater is subjected to extreme wave conditions. Principally, emphasis has been given to the utilization of locally available quarried stone and to maximizing the use of the full yield of a local quarry. This has required the design of breakwaters using smaller armour stone and a wider range of sizes than was used in the more conventional breakwater. These designs have also given consideration to the realities of construction and the limitation of construction equipment on the assumption that cost savings will be achieved with relatively simple construction methods. Clearly the use of smaller armour stones requires a change in other properties or characteristics of the armour layer, compared to a conventional design, in order to achieve the same stability. The principal characteristics of a berm breakwater are the high permeability of the armour-layer and the significantly larger volume of armour. Berm breakwaters generally consist of a relatively large and permeable mass of armour stone (of smaller size than required for a conventional design).

【 授权许可】

Unknown