Flume-based Experimental Study on Wave Prevention and Sand Fixation Functions of Sand Barriers Applied to Coral Sandy Coastlines
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P931,S157.2

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    Abstract:

    [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.

    Reference
    [1] 蔡锋.中国海滩资源概述[M].北京:海洋出版社,2019.
    [2] 庄振业,沈才林.山东半岛若干平直砂岸近期强烈蚀退及其后果[J].青岛海洋大学学报,1989,19(1):90-98.
    [3] 蔡锋.华南海滩动力地貌过程[M].北京:海洋出版社,2008.
    [4] 陈吉余.中国海岸带地貌[M].北京:海洋出版社,1995.
    [5] 夏东兴,王文海,武桂秋,等.中国海岸侵蚀述要[J].地理学报,1993,48(5):468-476.
    [6] 赵焕庭,宋朝景,王丽荣,等.雷州半岛灯楼角珊瑚礁初步观察[J].海洋通报,2001,20(2):87-91.
    [7] 赵焕庭,王丽荣,宋朝景,等.雷州半岛灯楼角珊瑚岸礁的特征[J].海洋地质与第四纪地质,2002,22(2):35-40.
    [8] 赵焕庭,王丽荣,宋朝景,等.徐闻县西岸珊瑚礁存在与发展的条件[J].热带地理,2008,28(3):234-241.
    [9] 廖宝林,刘丽,刘楚吾.徐闻珊瑚礁的研究现状与前景展望[J].广东海洋大学学报,2011,31(4):91-96.
    [10] 李锋,沈成,张艳苹,等.广东徐闻珊瑚礁国家级自然保护区珊瑚种类及覆盖率分析[J].江苏农业科学,2019,47(24):304-308.
    [11] 姚宇,袁万成,杜睿超,等.岸礁礁冠对波浪传播变形及增水影响的试验研究[J].热带海洋学报,2015,34(6):19-25.
    [12] 姚宇,唐政江,杜睿超,等.潮汐流影响下珊瑚岛礁附近波浪传播变形和增水试验[J].水科学进展,2017,28(4):614-621.
    [13] 贾美军,姚宇,陈松贵,等.防浪建筑物影响下珊瑚礁海岸波浪传播变形试验[J].海洋工程,2020,38(6):53-59.
    [14] 姚宇,张起铭,蒋昌波.礁面糙率变化下珊瑚礁海岸附近波浪传播变形试验[J].科学通报,2019,64(9):977-985.
    [15] 姚宇,唐政江,杜睿超,等.珊瑚礁破碎带附近波浪演化和波生流试验研究[J].海洋科学,2017,41(2):12-19.
    [16] 蔡锋.海滩养护理论与实践[M].北京:海洋出版社,2010.
    [17] 蔡锋.中国海滩养护技术手册[M].北京:海洋出版社,2015.
    [18] Komar P D.Beach Process and Sedimentation [M].2nd edition.New Jersey:Prentice-Hall, 1998.
    [19] Bruun P.Coast Erosion and the Development of Beach Profiles [M].Beach Erosion Board Technology:U.S.Army Corps of Engineers Beach Erosion Board Corps of Engineers, 1954.
    [20] Dean R G.Equilibrium beach profiles:characteristics and applications [J].Journal of Coastal Research, 1991,7(1):53-84.
    [21] 罗时龙,蔡锋,王厚杰.海岸侵蚀及其管理研究的若干进展[J].地球科学进展,2013,28(11):1239-1247.
    [22] 刘媖心.包兰铁路沙坡头地段铁路防沙体系的建议及其效益[J].中国沙漠,1987,7(4):1-11.
    [23] 沙坡头沙漠研究站.腾格里沙漠地区流沙治理研究[M].宁夏银川:宁夏人民出版社,1980.
    [24] 屈建军,王涛,肖洪浪,等.防浪固沙障:中国:200420041517.7[P].2004.
    [25] 中华人民共和国国家版权局.推板式造波机二阶非线性造波实现软件V1.0[CP/DK].天津大学,软著登字7484389.
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屈建军,李绍武,蒋冲,胡文励,柳叶,李启航.珊瑚沙质岸线防浪固沙障水槽模拟试验研究[J].水土保持通报英文版,2023,43(6):18-24

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History
  • Received:August 31,2023
  • Revised:October 13,2023
  • Online: January 29,2024