A model for calculating the erosion distance of soft sea cliff under wave loading

CHANG Fangqiang SHU Zhonglei

常方强, 舒忠磊. 一种波浪作用下软质海崖侵蚀量计算模型[J]. 海洋学报英文版, 2018, 37(7): 69-77. doi: 10.1007/s13131-018-1245-x
引用本文: 常方强, 舒忠磊. 一种波浪作用下软质海崖侵蚀量计算模型[J]. 海洋学报英文版, 2018, 37(7): 69-77. doi: 10.1007/s13131-018-1245-x
CHANG Fangqiang, SHU Zhonglei. A model for calculating the erosion distance of soft sea cliff under wave loading[J]. Acta Oceanologica Sinica, 2018, 37(7): 69-77. doi: 10.1007/s13131-018-1245-x
Citation: CHANG Fangqiang, SHU Zhonglei. A model for calculating the erosion distance of soft sea cliff under wave loading[J]. Acta Oceanologica Sinica, 2018, 37(7): 69-77. doi: 10.1007/s13131-018-1245-x

一种波浪作用下软质海崖侵蚀量计算模型

doi: 10.1007/s13131-018-1245-x
基金项目: The National Natural Science Foundation of China under contract No. 41306051; the Natural Science Foundation of Fujian Province of China under contract No. 2015J01625.

A model for calculating the erosion distance of soft sea cliff under wave loading

  • 摘要: 基于波浪作用下软质海崖的侵蚀机理,考虑波浪水动力和海崖土质条件,建立了一种波浪作用下软质海崖侵蚀量的计算模型,利用室内水槽试验进行验证和参数回归,并使用该模型计算了平潭岛东北部软质海崖的侵蚀状况,与实测数据进行对比分析。研究发现:(1)海崖最大侵蚀量基本发生在静水位线处,随波浪持续作用,最大侵蚀量位置有所上移,当波浪持续作用一定时间时侵蚀基本停止;(2)当波高超过某一临界值时,侵蚀才会发生,而波高非常大的波浪对侵蚀的贡献相对不是很大;(3)平潭岛东北部的两处海崖,每次强台风连续作用8h时的侵蚀距离计算值为0.31m和0.25m。
  • Balsillie J H, Tanner W F. 2000. Red flags on the beach; part Ⅱ. Journal of Coastal Research, 16(3):3-5
    Bray M J, Hooke J M. 1997. Prediction of soft-cliff retreat with accelerating sea-level rise. Journal of Coastal Research, 13(2):453-467
    Cai Aizhi, Gong Jinmei, Cai Yue'e. 1992. Transgression and eolian sand sequence in Luyuanpu Plain, Haitan Island, Fujian. Journal of Oceanography in Taiwan Strait, 11(2):112-117
    Compilation Committee of Chinese Bay. 1994. Chinese Bay, Volume VⅡ (in Chinese). Beijing:China Ocean Press, 166-169
    Das B M. 1979. Introduction to Soil Mechanics. Ames:The Iowa State University Press, 7-30
    Eagleson P S, Dean R G. 1966. Small amplitude wave theory. In:Ippen A T, ed. Estuary and Coastline Hydrodynamics. New York:McGraw-Hill, 20-21
    Erikson L H, Larson M, Hanson H. 2007. Laboratory investigation of beach scarp and dune recession due to notching and subsequent failure. Marine Geology, 245(1-4):1-19
    Fisher J S, Overton M F. 1984. Numerical model for dune erosion due to wave uprush. In:Proceedings of the 19th Coastal Engineering Conference. Houston:Coastal Engineering, 1553-1558
    Gelinas P J, Quigley R M. 1973. The influence of geology on erosion rates along the north shore of Lake Erie. In:Wilson J B, Roff J, eds. Proceedings of the 16th Conference on Great Lakes Research.Minnesota:International Association Great Lakes Research. 421-430
    Hampton M A. 2002. Gravitational failure of sea cliffs in weakly lithified sediment. Environmental & Engineering Geoscience, 8(3):175-191
    Lee E M. 1997. Landslide risk management:key issues from a British perspective. In:Cruden D M, Fell R, eds. Landslide Risk Assessment. Rotterdam:Balkema, 227-237
    Lee E M, Hall J W, Meadowcroft I C. 2001. Coastal cliff recession:the use of probabilistic prediction methods. Geomorphology, 40(3–4):253-269
    Liu Jianhui. 2010. Analysis of mechanism and influencing factors of coastal erosion in Fujian Province (in Chinese)[dissertation]. Qingdao:Ocean University of China
    Liu Jianhui, Cai Feng, Lei Gang, et al. 2010. Recession mechanic and process analysis of soft cliff on Fujian coast-In case of northeast coast of Pingtan Island. Marine Environmental Science (in Chinese), 29(4):525-530
    Mano A, Suzuki S. 1998. A dimensionless parameter describing sea cliff erosion. In:Proceedings of the 26th International Conference on Coastal Engineering. American Society of Civil Engineers, Copenhagen,American Society of Civil Engineers. 2520- 2533
    Nishi R, Kraus N. 1996. Mechanism and calculation of sand dune erosion by storms. In:Proceedings of the 25th Coastal Engineering Conference. Orlando, Coastal Engineering, 3034-3047
    Notle K G, Hsu F H. 1972. Statistics of Ocean Wave Groups. In:Offshore Technology Conference. Dellas, Texas. Offshore Technology Conference, 637-644
    Overton M F, Pratikto W A, Lu J C, et al. 1994. Laboratory investigation of dune erosion as a function of sand grain size and dune density. Coastal Engineering, 23(1-2):151-165
    Sunamura T. 1977. A relationship between wave-induced cliff erosion and erosive force of waves. The Journal of Geology, 85(5):613-618
    Sunamura T. 1982. A predictive model for wave-induced cliff erosion, with application to Pacific coasts of Japan. The Journal of Geology, 90(2):167-178
    Sunamura T. 1992. The Geomorphology of Rocky Coasts. Chichester, UK:Wiley, 301-302
    The First Harbor Survey and Design Engineering Institute of Ministry of Transportation. 1997. Port Engineering Design Manual (Middle Volume)(in Chinese). Beijing:People's Traffic Press, 31-41
    Trenhaile A S. 2009. Modeling the erosion of cohesive clay coasts. Coastal Engineering, 56(1):59-72
    Trenhaile A S. 2010. Modeling cohesive clay coast evolution and response to climate change. Marine Geology, 277(1-4):11-20
    Trenhaile A S, Pepper D A, Trenhaile R W, et al. 1998. Stacks and notches at Hopewell Rocks, New Brunswick, Canada. Earth Surface Processes and Landforms, 23(11):975-988
    Wang Lirong, Zhao Huanting, Song Chaojing, et al. 2002. Coastal geomorphic evolution at the Denglou Cape, the Leizhou Peninsula. Acta Oceanologica Sinica, 21(4):597-611
    Wen Shengchang, Yu Zhouwen. 1984. Wave Theory and Calculation Principles (in Chinese). Beijing:Science and Technology Press, 177-195
    Young A P, Ashford S A. 2008. Instability investigation of cantilevered seacliffs. Earth Surface Processes and Landforms, 33(11):1661-1677
  • 加载中
计量
  • 文章访问数:  752
  • HTML全文浏览量:  71
  • PDF下载量:  504
  • 被引次数: 0
出版历程
  • 收稿日期:  2017-03-14

目录

    /

    返回文章
    返回