1. 南方海洋科学与工程广东省实验室(广州),广东,广州,511458
2. 天津大学 水利工程智能建设与运维全国重点实验室,天津,300354
纸质出版:2023
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屈建军, 李绍武, 蒋冲, 等. 珊瑚沙质岸线防浪固沙障水槽模拟试验研究[J]. 水土保持通报, 2023,43(6):18-24.
Qu Jianju, Li Shaowu, Jiang Chong, et al. Flume-based Experimental Study on Wave Prevention and Sand Fixation Functions of Sand Barriers Applied to Coral Sandy Coastlines[J]. Bulletin of Soiland Water Conservation, 2023, 43(6): 18-24.
屈建军, 李绍武, 蒋冲, 等. 珊瑚沙质岸线防浪固沙障水槽模拟试验研究[J]. 水土保持通报, 2023,43(6):18-24. DOI: 10.13961/j.cnki.stbctb.2023.06.003.
Qu Jianju, Li Shaowu, Jiang Chong, et al. Flume-based Experimental Study on Wave Prevention and Sand Fixation Functions of Sand Barriers Applied to Coral Sandy Coastlines[J]. Bulletin of Soiland Water Conservation, 2023, 43(6): 18-24. DOI: 10.13961/j.cnki.stbctb.2023.06.003.
[目的] 开展珊瑚沙质岸线防浪固沙障水槽模拟试验研究,为雷州半岛徐闻珊瑚礁国家级自然保护区灯楼角珊瑚岸礁沙质海滩的防浪固沙提供理论依据,也为同类沙质海岸线港口的治理稳固提供技术支撑。[方法] 通过水槽试验模拟方法探究灯楼角岸线沙袋沙障措施的海岸侵蚀防护效应。[结果] ①设置的菱形布置沙袋沙障整体结构的复合作用对于沙障稳定性影响显著,直径在5 cm及以上的两组沙障可达自身稳定。按重力相似准则推算,相当于原型直径50 cm。②沙袋沙障通过增加床面粗糙度,减弱水动力强度,进而降低泥沙输移强度,达到固沙目的,且随着沙障直径增加,其掩护效果愈发显著; ③在来浪周期为1.90 s,水深为0.4 m的条件下,试验观察到的沙纹高度为3~4 cm。由此实际工程中选用直径为50 cm及以上截面直径的沙障可以阻控沙波的迁移和沙纹运移。④菱形布置的沙障受斜向浪作用较小,稳定性优于正向布置。因此宜采用菱形布置沙障减少受斜向浪的作用。[结论] 以沙袋沙障作为海岸侵蚀的防护材料,达到了以沙治沙的目的,生态环保且成效较好,具有重要科学指导意义和实践推广价值。
[Objective] The flume simulation research on wave prevention and sand stabilization counter measures for coral sandy coastlines were studied in order to provide a theoretical basis for the project to protect coastlines against wave erosion along the Dengloujiao shoreline
located in the Xuwen National Coral Reef Nature Reserve on the Leizhou Peninsula
and to provide technical support for similar coastal areas. [Methods] The coastal erosion protection effect of san-dbag barrier measures was determined for the Dengloujiao coastline using a flume experiment simulation method. [Results] ① The composite effect of the overall structure of the diamond-shaped sand-bag barrier had a significant impact on the stability of the sand barrier. Two groups of sand barriers with a diameter of 5 cm or above was able to achieve self-stability. Calculated according to the gravity similarity criterion
this was equivalent to 50 cm diameter of the prototype; ② The sand-bag barrier achieved sediment fixation by increasing the roughness of the bed surface
weakening the hydrodynamic strength
and thereby reducing the intensity of sediment transport. As the diameter of the sand barrier increased
its shielding effect became more significant; ③ For a wave period of 1.90 s and a water depth of 0.4 m
the height of sand ridges observed in the experiment were 3-4 cm. Therefore
in practical projects
sand barriers with a diameter of 50 cm or more can prevent and control the migration of sand waves and sand ridges; ④ The sand barrier arranged in a diamond shape was less affected by oblique waves and had better stability than the sand barrier arranged in a normal direction. Therefore
it is advisable to use a diamond-shaped sand barrier to reduce the effect of oblique waves. [Conclusion] The use of sand-bag barriers as protective materials for coastal erosion not only achieved the goal of sand control
but also produced favourable ecological and environmental protection effects. These results could provide important scientific guidance and have significant and practical promotion value.
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