期刊论文详细信息
Proceedings of the International Conference on Coastal Engineering
ICELANDIC-TYPE BERM BREAKWATER FOR THE HAMBANTOTA ARTIFICIAL ISLAND REVETMENT, APPLICATION OF GEOMETRICAL DESIGN RULES
Jentsje W. van der Meer3  Tang Qiaoliang4  Zhang Xiaoqiang6  James KS Goh6  Dirk Heijboer5  Yang Sihan2  Sigurdur Sigurdarson1  Eelco Bijl5 
[1] IceBreak Consulting Engineers ehf;MSc student, UNESCO-IHE;Van der Meer Consulting BV;China Harbour Engineering Company;CDR International B.V;CHEC Sri Lanka Regional Company
关键词: berm breakwater;    Icelandic-type;    armourstone;    quarry yield;    design rules;   
DOI  :  10.9753/icce.v34.structures.32
学科分类:建筑学
来源: Coastal Engineering Research Council
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【 摘 要 】

The paper discusses the development of a berm breakwater revetment design for protection of an artificial island on the southern shore of Sri Lanka.The island will primarily be constructed with excavated materials from the Phase 2 Hambantota Port construction activities, which include considerable volumes of slightly weathered rock. A value Engineering Study considered three different design options for the protective revetment: two rock options, conventional rubble mound and berm breakwaters, and an option using Chinapode concrete armour units. There were considerable cost-savings in choosing an Icelandic-type berm breakwater. The geometrical design rules of Icelandic-type berm breakwaters, developed by Van der Meer and Sigurdarson (2014), were used to develop different cross-sections based on different armourstone classes. Based on a quarry yield prediction and hydraulic model studies, the design was optimized using the available rock as efficiently as possible. Refinement of the design during the hydraulic model testing resulted in increased stability of the berm breakwater. Due to lack of experience in the production of large armourstone, the yield of the 5-10 tonnes class was rather low during the first months of construction. A number of measures were recommended resulting in more than tripling the yield.

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