首页> 外文期刊>Proceedings of the International Conference on Coastal Engineering >ECOLOGICAL ENGINEERING CONSIDERATIONS FOR CORAL REEFS IN THE DESIGN OF MULTIFUNCTIONAL COASTAL STRUCTURES
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ECOLOGICAL ENGINEERING CONSIDERATIONS FOR CORAL REEFS IN THE DESIGN OF MULTIFUNCTIONAL COASTAL STRUCTURES

机译:多功能海岸结构设计中珊瑚礁的生态工程考虑

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A multifunctional structure is being designed for the Kahului Harbor, Maui, Hawaia€?i, to mitigate operational problems caused by wave energy while also providing coral reef habitat. There is limited information on how the design of a coastal structure can be manipulated to enhance the ecology of targeted coral communities. To inform the ecological engineering of an artificial coral reef, the relationship between substrate characteristics and coral colonization was investigated through coral recruitment experiments and study of field conditions. Three concrete compositions that differed by the use of basalt, limestone, or recycled aggregates were tested in field and laboratory experiments to determine the impact of each substrate on the recruitment of juvenile hermatypic corals. The concrete test plates were deployed in three environments for a period of about one year, after which the coral recruits on each plate were identified and counted. No significant difference was found in the average number of coral recruits on the concrete mixed with basalt, limestone and recycled aggregate (60 ?± 9, 83 ?± 17 and 77 ?± 14, respectively). Significant differences in coral recruitment were found due to the laboratory tanks, deep water, and shallow water field tests environments (86 ?± 11, 135 ?± 15 and 4 ?± 1, respectively). These results highlight the importance of environmental site conditions for the development of coral reef habitat. A field study was conducted in the vicinity of purposed artificial reef site to relate the topographic features of the surrounding environment to the levels of live coral coverage. The benthic zone was surveyed using a drop camera system and by divers who recorded in-situ observations. Of the area surveyed, the highest density of coral coverage (90% cover on 60% of the area) was found on an adjacent natural reef area that was characterized by spur and groove geomorphology with a high degree of macro- and microtopographic complexity. In contrast, sparse coral cover was discovered on the concrete armor units of the existing east breakwater structure, while no live coral cover was observed on the sand and carbonate rubble substrate at the proposed artificial reef location. The high degree of coral coverage on the adjacent natural reef suggests that the artificial coral reef design should emulate the natural spur and groove structure with regards to topographic complexity on multiple scales, orientation with wave direction, and water depth.
机译:正在为夏威夷州毛伊岛的卡胡鲁伊港设计一个多功能结构,以减轻由波浪能引起的运营问题,同时还提供珊瑚礁栖息地。关于如何操纵沿海结构以增强目标珊瑚群落生态的信息有限。为了指导人工珊瑚礁的生态工程,通过珊瑚招募实验和田间条件研究来研究基质特征与珊瑚定殖之间的关系。在野外和实验室实验中测试了三种因玄武岩,石灰石或再生骨料的使用而不同的混凝土成分,以确定每种基质对幼年吸血珊瑚的招募的影响。将混凝土测试板部署在三种环境中约一年的时间,然后确定并计数每个板上的珊瑚新兵。在掺有玄武岩,石灰石和再生骨料的混凝土中,平均珊瑚吸收量没有显着差异(分别为60±9、83±17和77±14)。由于实验室水箱,深水和浅水田间测试环境(分别为86±±11、135±±15和4±±1),发现了珊瑚招募方面的显着差异。这些结果突显了环境现场条件对于发展珊瑚礁栖息地的重要性。在目标人工礁附近进行了现场研究,以将周围环境的地形特征与活珊瑚覆盖水平联系起来。底栖地带是使用下落照相机系统和记录现场观察结果的潜水员进行调查的。在所调查的区域中,在相邻的自然礁区域发现了最高的珊瑚覆盖密度(> 90%的区域覆盖了60%的区域),该区域的特点是马刺和沟壑地貌,宏观和微观地形复杂性很高。相比之下,在现有东防波堤结构的混凝土装甲单元上发现了稀疏的珊瑚覆盖层,而在拟建的人工礁位置上的沙子和碳酸盐瓦砾基质上未观察到活珊瑚覆盖层。相邻自然礁上的珊瑚覆盖程度高,这表明人造珊瑚礁设计应在多种尺度上的地形复杂性,波浪方向和水深方面模拟自然的支线和沟结构。

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