Analysis of Real-time Safety Monitoring for Typical Seawalls in Zhejiang Province

WEI Hai-yun, XU Xiao-jie,LI Hong-wen,TANG Ming-li, ZHAO Zhen-bo

Journal of Changjiang River Scientific Research Institute ›› 2017, Vol. 34 ›› Issue (6) : 51-55.

PDF(3614 KB)
PDF(3614 KB)
Journal of Changjiang River Scientific Research Institute ›› 2017, Vol. 34 ›› Issue (6) : 51-55. DOI: 10.11988/ckyyb.20160818
ENGINEERING SAFETY AND DISASTER PREVENTION

Analysis of Real-time Safety Monitoring for Typical Seawalls in Zhejiang Province

  • WEI Hai-yun1,2, XU Xiao-jie1,2,LI Hong-wen2,TANG Ming-li2, ZHAO Zhen-bo2
Author information +
History +

Abstract

Seawall is the first barrier against typhoon storm surge for coastal areas and islands in Zhejiang Province. Cutting through broad areas, seawalls are severely affected by bad climate in typhoon period with rapid internal response to external influence. In view of this, a remote real-time dynamic monitoring technology for seawall safety is presented with features of large coverage, distributed monitoring and centralized management. The real-time monitoring technology was applied to the standard seawall at Yancang of Haining City in Qiantang River, as well as Wanzhang seawall of Zhoushan City in east Zhejiang. Monitoring results show that the inner water level of seawall obtained through seepage pressure gauge is well related to tide level, and the effect of tidal level fluctuation on seepage gradually weakens from the inside to the outside of seawall. The internal hydraulic gradient of seawall is within allowable value, guaranteeing seepage stability. Moreover, horizontal deformation at millimeter level would occur under the action of tide. With the tide level fluctuation, internal horizontal displacement of seawall changes cyclically. In particular, the horizontal displacement of the upper part of seawall is greater than that of the lower part. The real-time monitoring results provide technical support for routine maintenance and emergency treatment of the seawall.

Key words

typical seawall in Zhejiang Province / typhoon storm surge / real-time safety monitoring / water level obtained by seepage pressure gauge / horizontal deformation

Cite this article

Download Citations
WEI Hai-yun, XU Xiao-jie,LI Hong-wen,TANG Ming-li, ZHAO Zhen-bo. Analysis of Real-time Safety Monitoring for Typical Seawalls in Zhejiang Province[J]. Journal of Changjiang River Scientific Research Institute. 2017, 34(6): 51-55 https://doi.org/10.11988/ckyyb.20160818

References

[1] 胡金春,杨火其,郑国诞,等.浙江省沿海和钱塘江河口海堤现状及除险加固调查研究报告.杭州:浙江省水利河口研究院,2012.
[2] 王卫标.钱塘江海塘风险分析和安全评估研究.杭州:浙江大学,2005.
[3] 张民强,施齐欢,许江南,等.浙东标准海塘安全状况监测与分析总报告.杭州:浙江省水利河口研究院,2007.
[4] 黄世昌,赵 鑫.软土地基上海塘损毁形式及高程的研究∥风暴潮灾害防治及海堤工程技术研讨会论文集.北京:中国水利水电出版社,2008:167-174.
[5] 胡云进,贺春雷,朱奚冰,等.海塘渗透变形影响因素分析.浙江大学学报(工学版),2011, 45(6):1113-1118.
[6] SL 435—2008,海堤工程设计规范. 北京:中国水利水电出版社, 2009.
[7] 徐卫军,杨 健,李 刚,等.堤防渗流监测仪器埋设及资料分析方法研究.人民长江,2004,35(12):15-17.
[8] 李树巍,吴雅峰,王拥文.钱塘江南岸西江塘海塘现场渗透试验观测成果分析.城市道桥与防洪,2009,(5):93-95.
[9] 邹双朝,皮凌华,甘孝清,等.基于水下多波束的长江堤防护岸工程监测技术研究.长江科学院院报,2013,30(1): 93-98.
[10]黄 铭,刘 俊,潘 翔.潮水影响下海塘渗压监测模型研究.水电能源科学,2005,23(4): 48-50.
PDF(3614 KB)

Accesses

Citation

Detail

Sections
Recommended

/