陈新平,王斌,尹子祺,程珺,林鹏智,国志兴,朱俊宁,赵明利,姜彦琪,王宇星,鲍献文.红树林防灾减灾功能研究进展及保护修复建议[J].海洋通报,2023,(4):
红树林防灾减灾功能研究进展及保护修复建议
Research Progress on Mangrove Forest Disaster Prevention and Mitigation Functions and Suggestions for Protection and Restoration
投稿时间:2022-02-14  修订日期:2022-05-25
DOI:10.11840/j.issn.1001-6392.2023.04.010
中文关键词:  红树林  海岸防护  防灾减灾  减灾效益  海岸带韧性
英文关键词:Mangrove  Coastal protection  Disaster prevention and mitigation  Disaster reduction value  Coastal resilience
基金项目:国家重点研发计划( No. 2020YFD0900701);国家自然科学基金青年基金项目(42106204)
作者单位E-mail
陈新平 河海大学港口海岸与近海工程学院江苏 南京 210098自然资源部海洋减灾中心北京 100194 xinp.chen@foxmail.com 
王斌 自然资源部海洋减灾中心北京 100194  
尹子祺 河海大学港口海岸与近海工程学院江苏 南京 210098自然资源部海洋减灾中心北京 100194 277967611@qq.com 
程珺 大自然保护协会北京 100600  
林鹏智 四川大学水力学与山区河流开发保护国家重点实验室四川 成都 610065  
国志兴 自然资源部海洋减灾中心北京 100194  
朱俊宁 中国海洋大学海洋与大气学院山东 青岛 266100  
赵明利 国家海洋局南海规划与环境研究院广东 广州 510300  
姜彦琪 河海大学港口海岸与近海工程学院江苏 南京 210098自然资源部海洋减灾中心北京 100194  
王宇星 自然资源部海洋减灾中心北京 100194  
鲍献文 中国海洋大学海洋与大气学院山东 青岛 266100  
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中文摘要:
      本文全面总结分析了国内外关于红树林在消浪(波)弱(缓)流、抵御风暴潮灾害、防风、减轻海啸灾害和适应海平面上升等研究成果进展。研究表明,100米宽度的红树林带可消减海浪波高13%~66%,每千米宽度的红树林带可将风暴潮最高水位消减4cm~48cm,数百米宽度的红树林可以降低海啸引起的淹没深度的5%~30%。红树林植被密度、植被带的宽度、植被形态特征、地形与高程等因素都是影响其减灾功能的关键因素。红树林减灾作用机理研究和定量评估方法主要有基于现场实测数据、物理模型试验和数值模拟方法等三类方法。众多学者开展了红树林对水体流动的拖曳力系数的研究,发展了模拟红树林中的水体运动的波流运动模型。然而,目前红树林减灾功能的现场观测数据仍然偏少,物理模型试验和数值模型中采用的红树模型较为简单,对不同种类红树林的复杂特征以及植被柔性作用的考虑尚且不足,需要进一步研究。此外,红树林保护修复应该充分考虑生态和减灾协同增效的因素,构建基于自然解决方案的海岸综合防护体系,提出红树林生态系统修复的优化布局。
英文摘要:
      This study provides a comprehensive summary on mangroves’ hazard mitigation functions, including attenuating ocean waves, reducing storm surges, dissipating wind speeds, protecting the coast against tsunamis and adapting to sea level rise. Previous studies have shown that a 100m-wide mangrove belt can reduce wave heights by 13%~66%, the mangrove belt per kilometer width can reduce the maximum water level of storm surges by 4cm~48cm, while the mangroves with a width of hundreds of meters can reduce the inundation depth caused by tsunamis by 5%~30%. The factors such as mangrove vegetation density, width and morphological characteristics as well as topography and elevation are among the key factors affecting the disaster reduction function of mangroves. Mechanism study and quantitative assessment methods for mangrove disaster reduction are mainly based on field measurement data, physical modelling and numerical simulations. Various studies have explored the expression of the drag force coefficient of mangroves affecting on the water flow, and developed wave flow motion models for simulating water movements in mangroves. However, there are still some deficiencies in previous studies that require us to further study: there are still lack of observation data of mangrove disaster reduction function; the mangrove modes used in physical model experiments and numerical models were still relatively simple; the complex characteristics of different mangroves and the flexibility of mangroves are still insufficient in numerical models. In addition, mangrove protection and restoration should fully consider the synergy effects of ecological and disaster reduction, to build a comprehensive coastal protection system based on nature-based solutions and propose an optimized layout for mangrove ecosystem restoration.
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