EVOLUTIONARY FEATURES OF THE ZHAOYUAN SANDY BEACH
-
摘要:
基于表层沉积物、卫星影像和水深地形等资料, 结合岸濉演化数学模型、表层沉积物起动流速等方法,对招远砂质海岸的岸滩演化特征和控制因素进行了初步研究。结果表明, 由于受春雨码头和人工岛群建设影响, 界河口附近海域由侵蚀转为淤积状态, 春雨码头附近海域侵蚀程度加剧。波浪控制着研究区表层沉积物分布和泥沙运动, 人工构筑物建设是造成研究区海岸冲淤变化的主要原因。潜堤建设能有效减少波浪对堤后海岸的.影响, 对蚀退岸线保护效果明显。
Abstract:This paper is devoted to the evolutionary features of the sandy beach in Zhaoyuan in order to reveal its controlling factors, using the methods of surficial sampling, satellite imaging, numerical simulation of coastal evolution and calculation of the incipient velocity for sediment movement. The results show that the construction of the complex of Chunyu harbor and artificial island has greatly changed the scouring and silting environment of the study area, and then caused significant changes of the coastal area near the Jie river from erosion to siltation, and the increase in erosion around the Chunyu harbor. Wave is the main force that affects the distribution of surface sediments and sediment movement. The construction of artificial structures is obviously the main reason for the change in coastal scouring and silting regime in the study area. The submerged breakwater has effectively reduced the wave action on the coast and contributed greatly to coastal protection.
-
Key words:
- sandy coast /
- evolution of shore beach /
- controlling factors /
- submerged breakwater
-
-
表 1 研究区表层沉积物起动流速计算表
Table 1. Calculation of Incipient Flow Rate for Surface Sediments in Study Area
站位 水深/m 粒径/mm 起动流速/(cm/s) 涨急流速/(cm/s) 能否起动 落急流速/(cm/s) 能否起动 1-1 3.36 0.12 16.35 6.32 × 8.29 × 1-2 4.39 0.02 31.44 6.30 × 8.11 × 1-3 5.31 0.03 28.62 4.23 × 6.65 × 3-1 2.92 0.73 24.28 5.90 × 6.58 × 3-2 4.23 1.44 33.59 9.68 × 10.50 × 3-3 5.21 1.19 30.62 10.65 × 11.68 × 3-4 5.53 1.23 31.07 11.05 × 12.87 × 6-1 1.59 0.15 16.18 4.49 × 1.41 × 6-2 3.77 0.58 21.93 7.05 × 2.83 × 6-3 5.17 0.84 25.96 9.03 × 7.23 × 6-4 5.75 0.69 23.71 10.59 × 14.45 × 8-1 1.29 0.16 16.16 1.37 × 1.53 × 8-2 4.46 0.08 17.53 2.24 × 4.61 × 8-3 5.12 0.92 27.05 10.75 × 17.13 × 8-5 7.27 0.49 20.43 15.39 × 26.84 √ -
[1] 孙伟富.我国海岸澙湖遥感监测与典型澙湖分析[D].青岛: 中国海洋大学, 2013.
http://cdmd.cnki.com.cn/Article/CDMD-10423-1013348286.htm [2] 冯秀丽, 董卫卫, 庄振业, 等.莱州湾东岸沿岸输沙率及冲淤演化动态分析[J].中国海洋大学学报:自然科学版, 2009, 39(2):304-308. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=qdhydxxb200902020
[3] 董卫卫.莱州湾东岸冲淤演变分析与防护[D].青岛: 中国海洋大学, 2008.
http://cdmd.cnki.com.cn/Article/CDMD-10423-2008174827.htm [4] 周广镇, 冯秀丽, 刘杰, 等.莱州湾东岸近岸海域规划围填海后冲淤演变预测[J].海洋科学, 2014, 38(1):15-19.
[5] 中国海湾志编纂委员会.中国海湾志第三分册(山东半岛北部和东部海湾)[M].北京:海洋出版社, 1991.
[6] Wentworth C K. A scale of grade and class terms for clastic sediments[J]. Journal of Geology, 1922, 30(5): 377-392. doi: 10.1086/622910
[7] Folk R L, Andrews P B, Lewis D W. Detrital sedimentary rock classification and nomenclature for use in New Zealand[J]. New Zealand Journal of Geology and Geophysics, 1970, 13(4): 937-968. doi: 10.1080/00288306.1970.10418211
[8] Folk P L, Wardw D. Brazos Reviver bar: A study in the significance of grain size parameters[J].Journal of Sedimentary Petrology, 1957, 27(1): 3-26. doi: 10.1306/74D70646-2B21-11D7-8648000102C1865D
[9] 金永福, 郭伟其, 苏诚. Google Earth在海岸线修测调查中的应用研究[J].海洋环境科学, 2009, 28(5):566-569. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=hyhjkx200905021
[10] 刘蕾.基于遥感与GIS的湖泊形态特征时空分异研究[D].哈尔滨: 哈尔滨师范大学, 2014.
http://d.wanfangdata.com.cn/thesis/D676832 [11] Nguyen N T, Nguyen N T, Luong P H. Studying shoreline change by using LITPACK mathematical model (case study in Cat Hai Island, Hai Phong City, Vietnam)[J]. VNU Journal of Science, 2007(23): 244-252.
[12] Sao N T, Anh T N, Son N T, et al. Structural measures to restore Cua Tung beaches, Quang Tri province[J]. VNU Journal of Science, 2010(26): 98-103.
[13] Shamji V R, Hameed T S S, Kurian N P, et al. Application of numerical modelling for morphological changes in a high-energy beach during the south-west monsoon[J]. Current Science, 2010, 98(5): 691-695. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=Open J-Gate000000275122
[14] 何文社, 方铎, 杨具瑞, 等.泥沙起动流速研究[J].水利学报, 2002, 33(10): 51-56. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=slxb200210009
[15] 窦国仁.论泥沙起动流速[J].水利学报, 1960(4):46-62. http://www.cnki.com.cn/Article/CJFDTotal-SLXB196004003.htm
[16] 窦国仁.再论泥沙起动流速[J].泥沙研究, 1999, 28(6):5-9. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=nsyj199906001
[17] 樊勇.潜堤在保滩促淤工程中的应用研究[D].青岛: 中国海洋大学, 2008.
http://cdmd.cnki.com.cn/Article/CDMD-10423-2008174821.htm [18] 陈谦, 吴卫, 卢永金, 等.离岸式潜堤对海堤越浪量影响的实验研究[J].力学季刊, 2006, 27(2):262-266. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=lxjk200602013
-