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JIAO Zhi-bin, LI Yun-hui, LOU Yan, HE Ning. Automatic safety monitoring system and warning modes for artificial islands in coastal areas[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(9): 1712-1715.
Citation: JIAO Zhi-bin, LI Yun-hui, LOU Yan, HE Ning. Automatic safety monitoring system and warning modes for artificial islands in coastal areas[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(9): 1712-1715.

Automatic safety monitoring system and warning modes for artificial islands in coastal areas

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  • Received Date: May 20, 2012
  • Published Date: October 09, 2012
  • The characteristics of safety monitoring for artificial islands in coastal areas during the operation stage are systematically analyzed. The relevant monitoring items are determined. The first automatic safety monitoring system for the artificial islands in coastal areas in China has been developed. The warning indices and modes for the safety monitoring of the artificial islands in coastal areas during the operation stage are put forward. The warning for the safety of the artificial islands in coastal areas during the operation stage includes the following two aspects: warning of design environment and warning of safety monitoring of islands. The warning indices include the horizontal displacement and settlement of embankments. The warning modes are hierarchical ones according to the variation of monitoring data, deposition and erosion in sea areas, shallow cutting of sections and stability analysis of slopes. The relevant countermeasures for the engineering safety are put forward so as to provide the technical basis and support for the safe construction and management of the artificial islands in coastal areas during the operation stage.
  • [1]
    蒋学炼. 防波堤风险分析与管理研究[D]. 天津: 天津大学, 2006. (JIANG Xue-lian. Risk analysis and management of breakwaters[D]. Tianjin: Tianjin University, 2006. (in Chinese))
    [2]
    OUMERACI H. Review and analysis of vertical breakwater failures—lessons leaned[J]. Coastal Engineering, 1994(22): 3–29.
    [3]
    范期锦, 李乃扬. 长江口二期工程北导堤局部破坏的原因及对策[J]. 中国港湾建设, 2004(2): 1–8. (FAN Qi-jin, LI Nai-yang. The reasons & countermeasures for north bank’s part failure in the second phase regulation project of Yangtze Estuary[J]. China Harbour Engineering, 2004(2): 1–8. (in Chinese))
    [4]
    TZANG S Y, HSIAO S S. A case study on typhoon induced consecutive damages on coastal structures at Keelung coast[C]//Coastal Structures'99. Rotterdam:Balkema, 2000: 1017–1025.
    [5]
    LEE D S, HONG G P. Korean experience on composite breakwater[C]// Proc of Int Workshop on Wave Barriers in Deepwaters. Yokosuka, 1994: 172–183.
    [6]
    李炎保, 蒋学炼, 刘 任. 防波堤损坏特点与其成因的关系[J]. 海洋工程, 2006, 24(2): 130–138. (LI Yan-bao, JIANG Xue-lian, LIU Ren. Discussion on the relationship between characteristics and the reasons of breakwater failures[J]. The Ocean Engineering, 2006, 24(2): 130–138. (in Chinese))
    [7]
    Q/SY 1354—2010 滩海人工岛工程监测技术规范[S]. 2010. (Q/SY 1354—2010 Specifications for monitoring artificial islands in beach-shallow sea[S]. 2010. (in Chinese))
    [8]
    焦志斌, 郑澄锋, 米占宽. 离岸深水人工岛安全自动监测及预警系统研究[R]. 南京: 南京水利科学研究院, 2011. (JIAO Zhi-bin, ZHENG Cheng-feng, MI Zhan-kuan. Automatic safety monitoring and warning system for offshore and deep-water artificial islands[R]. Nanjing: Nanjing Hydraulic Research Institute, 2011. (in Chinese))
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