Numerical simulation of sea dikes breaching flood in Donggangxincheng of Zhoushan

HUANG Pan-yang, LAI Xiang-hua, JI You-jun, HU Tao-jun, WANG You-zhong

Journal of Marine Sciences ›› 2017, Vol. 35 ›› Issue (4) : 61-68.

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Journal of Marine Sciences ›› 2017, Vol. 35 ›› Issue (4) : 61-68. DOI: 10.3969/j.issn.1001-909X.2017.04.006

Numerical simulation of sea dikes breaching flood in Donggangxincheng of Zhoushan

  • HUANG Pan-yang1, LAI Xiang-hua1, JI You-jun1, HU Tao-jun1, WANG You-zhong2
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Abstract

Typhoon can cause storm surge and strong waves. Since the reclamation projects are built on soft soil foundation, which may cause the seawall subsidence. In that case, disaster strikes when the strong waves cause sea dike breaching and seawater pours into the reclaimed area. An improved numerical method based on classic staggered grid was introduced in this study. In flow expansions, a numerical approximation was applied that was consistent with conservation of momentum, and in flow contractions, a numerical approximation was applied that was consistent with the Bernouilli Equation. The flood evolution model of Zhoushan Donggangxincheng was established, and the evolution process of the flood and breach under Probable Maximum Storm Surge was calculated. The results show that orographic terrain plays a decisive role in the evolution process and final distribution of the flood. The range and degree of influence differs when fissure occurred in different location. Almost the entire southern region of Donggang can be affected by a 50-metres-wide fissure nearby due to the low terrain and lacking of large-scale artificial lakes, while the influence in the northern area is limited due to the relatively high terrain.

Key words

Donggangxincheng / typhoon / sea dikes breaching / flood evolution / numerical simulation

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HUANG Pan-yang, LAI Xiang-hua, JI You-jun, HU Tao-jun, WANG You-zhong. Numerical simulation of sea dikes breaching flood in Donggangxincheng of Zhoushan[J]. Journal of Marine Sciences. 2017, 35(4): 61-68 https://doi.org/10.3969/j.issn.1001-909X.2017.04.006

References

[1] WANG Guo-an. Review and recently progress of design flood work in China[J]. Science & Technology,2008,26(21):85-89.
王国安.中国设计洪水研究回顾和最新进展[J].科技导报,2008,26(21):85-89.
[2] ZHANG Xing-nan, ZHANG Wen-ting, LIU Yong-zhi, et al. Simulation models of flood inundation due to storm tide[J]. Journal of System Simulation,2006,18(Suppl 2):20-23.
张行南,张文婷,刘永志,等.风暴潮洪水淹没计算模型研究[J].系统仿真学报,2006,18(增刊2):20-23.
[3] WANG Wei-biao. Study on risk analysis and safety evaluation of seawall on Qiantang River[D]. Hangzhou: Zhejiang University,2005.
王卫标.钱塘江海塘风险分析和安全评估研究[D].杭州:浙江大学,2005.
[4] ZHU Jun-zheng, XU You-cheng. Study on the calamity and counter-measure of the super typhoon storm surge along the Zhejiang coastal area[J]. Journal of Marine Sciences,2009,27(2):104-110.
朱军政,徐有成.浙江沿海超强台风风暴潮灾害的影响及其对策[J].海洋学研究,2009,27(2):104-110.
[5] YAN Sheng. Study on safety measuers of northern seawalls in Qiantang River under the storm surges over design[D]. Hangzhou: Zhejiang University,2010.
严盛.超标准风暴潮作用下的钱塘江北岸海塘安全措施研究[D].杭州:浙江大学,2010.
[6] XIE Chang-fei, SUN Zhi-lin, MIAO Bin, et al. Numerical simulation of sea dikes breaching flood in the reclamation[J]. Journal of Marine Sciences,2012,30(3):92-98.
谢长飞,孙志林,缪斌,等.围填海溃堤洪水演进数值模拟[J].海洋学研究,2012,30(3):92-98.
[7] HARTEN A. High resolution schemes for hyperbolic conservation laws[J]. Journal of Computation Physics,1997,135:260-278.
[8] WANG Jia-song, NI Han-gen, JIN Sheng, et al. Simulation of 1D dam break flood wave routing and reflection by using TVD schemes[J]. Journal of Hydraulic Engineering,1998,29(5):1-5.
王嘉松,倪汉根,金生,等.用TVD显隐格式模拟一维溃坝洪水波的演进与反射[J].水利学报,1998,29(5):1-5.
[9] GODUNOV S K. A difference method for numerical calculation of discontinuous solutions of the equations of hydrodynamics[J]. Math Sbornik,1959,47(89):271-306.
[10] BAI Lu-hai, JIN Sheng. Study on high resolution scheme for shallow water equation with source terms[J]. Journal of Hydrodynamics: Ser.A,2009,24(1):305-312.
柏禄海,金生.带源项浅水方程的高阶格式研究[J].水动力学研究与进展:A辑,2009,24(1):305-312.
[11] WANG Kun, JIN Sheng, MA Zhi-qiang, et al. On a well-balanced discretization scheme for two-dimensional shallow water equations with source terms[J]. Journal of Hydrodynamics: Ser. A,2009,24(5):535-542.
王昆,金生,马志强,等.基于和谐性离散格式求解带源项的二维浅水方程[J].水动力学研究与进展:A辑,2009,24(5):535-542.
[12] YING X Y, KHAN A A, WANG S S Y. Upwind conservative scheme for the Saint Venant Equations[J]. Journal of Hydraulic Engineering,2004,130(10):977-987.
[13] OSHER S, SOLOMON F. Upwind difference schemes for hyperbolic conservation laws[J]. Math Comp,1982,38(158):339-374.
[14] HE Zhi-guo, WU Gang-feng, WANG Zhen-yu, et al. Numericalsimulation for dam-break flood in hurricane-prone regions[J]. Journal of Zhejiang University: Engineering Science,2010,44(8):1 589-1 596.
贺治国,吴钢锋,王振宇,等.台风暴雨影响区域的溃坝洪水演进数值计算[J].浙江大学学报:工学版,2010,44(8):1 589-1 596.
[15] YANG Yun. Study on characteristics and numerical simulation of storm surge around Zhoushan Island[D]. Hangzhou: Second Institute of Oceanography,SOA,2015.
杨昀.舟山海域风暴潮特征及数值模拟研究[D].杭州:国家海洋局第二海洋研究所,2015.
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