应用大堡礁实地观测结果的珊瑚碎石机械不稳定性概率模型

IF 4.2 2区 工程技术 Q1 ENGINEERING, CIVIL Coastal Engineering Pub Date : 2024-11-12 DOI:10.1016/j.coastaleng.2024.104655
Dongfang Liu, David P. Callaghan, Ananth Wuppukondur, Tom E. Baldock
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引用次数: 0

摘要

不稳定的珊瑚碎石阻碍了珊瑚的繁殖,以及珊瑚礁在遭受气旋和白化事件破坏后的恢复。如果珊瑚碎石在典型的日常环境条件下仍然不稳定,珊瑚碎石区域将无法恢复。评估区域范围内珊瑚礁系统瓦砾不稳定的概率有助于优化珊瑚礁恢复工作。目前,还没有用于此类应用的可靠且经过验证的模型。本文介绍了一种预测珊瑚礁瓦砾不稳定性概率的综合评估方法,该方法结合了流体结构相互作用方法和区域波浪气候统计模型。流体力学模型采用非线性波浪理论来确定近床速度、压力梯度以及作用在珊瑚碎石上的相应阻力和惯性力。不稳定性模型对倾覆力或滑动力超过阻力的情况进行评估,考虑了数千种不同珊瑚大小和密度的组合,以计算在特定波浪作用下的不稳定性比例。根据 Kenyon 等人(2023b)的报告,该模型通过之前的实验室实验进行了校准和验证。流体力学和不稳定性模型使用了澳大利亚大堡礁苍鹭礁周围地区特有的大量非周期性波浪气候数据集(根据 30 多年的风力测量结果进行后报),从而能够对该地区碎石不稳定性的概率进行全面评估。结果表明,在水深小于 2 米(礁峰或礁滩的典型位置)时,碎石失稳的总体概率(Pr3)达到 0.74,而在水深 12 米(前礁较深的典型位置)时,则下降到 0.21 以下。鹭鸶礁附近礁峰上的珊瑚碎石受到周围地层的保护,不稳定的可能性较低。因此,珊瑚碎石的不稳定性既受其在礁石中的具体位置影响,也受礁石相对于附近其他礁石的位置影响。通过将碎石不稳定性模型与非周期性波浪气候数据相结合,生成了摩羯座和邦克群(CBG)八个珊瑚礁的碎石不稳定性概率图。该地图为珊瑚礁修复工作提供了宝贵的指导,大大减少了对大量实地数据的需求。
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A probabilistic coral rubble mechanical instability model applied with field observations from the Great Barrier reef
Unstable coral rubble hinders coral recruitment and recovery of coral reefs after damage from cyclones and bleaching events. If coral rubble remains unstable under typical everyday environmental conditions, areas of coral rubble will not be able to recover. Evaluating the probability of rubble instability over regional scale reef systems can assist the optimization of coral reef restoration efforts. Currently, robust and verified models for such applications do not exist. This paper presents a comprehensive assessment method to predict the probability of coral rubble instability, which combines a fluid-structural interaction approach with a statistical regional wave climate model. The hydrodynamic model employs non-linear wave theory to determine near-bed velocity, pressure gradients, and the corresponding drag and inertia forces acting on the coral rubble. The instability model assesses when overturning or sliding forces exceed resisting forces, considering thousands of combinations of different coral sizes and densities to calculate the proportion of instability under a given wave forcing. The model was calibrated and validated using prior laboratory experiments as reported by Kenyon et al. (2023b). The hydrodynamic and instability models use an extensive dataset of non-cyclonic wave climates (hindcast from over 30 years of wind measurements) specific to the region around Heron Reef, Great Barrier Reef, Australia, enabling a comprehensive evaluation of the probability of rubble instability in this area. Results indicate that the overall probability of rubble instability (Pr3) reaches 0.74 in water depths less than 2 m (typical of reef crests or reef flats), while it declines to below 0.21 at a depth of 12 m (typical deeper parts of the fore reef). Coral rubble on reef crests near Heron Reef, which are sheltered by surrounding formations, demonstrates low probability of instability. Thus, coral rubble instability is influenced by both its specific location within the reef and the position of the reef relative to other nearby reefs. By integrating the rubble instability model with non-cyclonic wave climate data, a map of the probability of rubble instability was generated for eight reefs in the Capricorn and Bunker Group (CBG). This map provides valuable guidance for coral reef restoration efforts, significantly reducing the need for extensive field-based data.
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来源期刊
Coastal Engineering
Coastal Engineering 工程技术-工程:大洋
CiteScore
9.20
自引率
13.60%
发文量
0
审稿时长
3.5 months
期刊介绍: Coastal Engineering is an international medium for coastal engineers and scientists. Combining practical applications with modern technological and scientific approaches, such as mathematical and numerical modelling, laboratory and field observations and experiments, it publishes fundamental studies as well as case studies on the following aspects of coastal, harbour and offshore engineering: waves, currents and sediment transport; coastal, estuarine and offshore morphology; technical and functional design of coastal and harbour structures; morphological and environmental impact of coastal, harbour and offshore structures.
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