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考虑海平面上升影响的极值水位计算
引用本文:谢冬梅,潘军宁,王红川,等. 考虑海平面上升影响的极值水位计算[J]. 海洋学报,2023,45(4):17–30 doi: 10.12284/hyxb2023033
作者姓名:谢冬梅  潘军宁  王红川  杨氾  罗小峰
作者单位:河海大学港口海岸与近海工程学院,江苏南京210098;南京水利科学研究院水文水资源与水利工程科学国家重点实验室,江苏南京210029;南京水利科学研究院水文水资源与水利工程科学国家重点实验室,江苏南京210029;南京水利科学研究院港口航道泥沙工程交通行业重点实验室,江苏南京210024
基金项目:国家重点研发计划(2021YFB2600700);;河海大学中央高校基本科研业务费专项资金(B210202020);
摘    要:本研究基于非平稳序列极值理论,定量分析极端水位事件年超越概率受海平面上升的影响;以工程设计使用年限内极端水位发生概率作为控制条件,构建考虑海平面上升的极值水位计算方法;结合平均海平面的长期变化过程,推算海平面上升下的极值水位。基于全球10个验潮站历史水位观测资料,验证历史平均海平面长期变化与高、低水位耿贝尔分布位置参数变化的一致性以及构建方法的合理性。结合政府间气候变化专门委员会对海平面上升的预测,推算和对比分析不同海平面上升情景下的极值水位,并评估相应极值水位在当前极值分布中的重现期。

关 键 词:海平面上升  极值水位  非平稳序列极值理论  工程设计使用年限  发生概率
收稿时间:2022-03-29
修稿时间:2022-09-30

Calculation of extreme water level with the effect of sea level rise
Xie Dongmei,Pan Junning,Wang Hongchuan, et al. Calculation of extreme water level with the effect of sea level rise[J]. Haiyang Xuebao,2023, 45(4):17–30 doi: 10.12284/hyxb2023033
Authors:Xie Dongmei  Pan Junning  Wang Hongchuan  Yang Fan  Luo Xiaofeng
Affiliation:1. College of Harbour, Coastal and Offshore Engineering, Hohai University, Nanjing 210098, China;;2. State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Nanjing Hydraulic Research Institute, Nanjing 210029, China;;3. Key Laboratory of Port, Waterway and Sedimentation Engineering of the Ministry of Transport, Nanjing Hydraulic Research Institute, Nanjing 210024, China
Abstract:Based on the extreme value theory of non-stationary sequences, this study carried out the quantitative analysis of the effect of sea level rise on the exceedance probability of extreme water levels. A new method for the estimation of extreme water level with sea level rise was proposed by adopting the overall exceedance probability of extreme water level within the design lifetime of coastal facilities as a critical constraint. With the incorporation of sea level rise in the location parameter of Gumbel distribution, the new method allows the adjustment of the annual exceedance probability of extreme water levels along with sea level rise over time. The validity of the proposed method was examined using the long term sea level measurement data at 10 tide gauge stations globally. Using the five global mean sea level rise scenarios projected by IPCC, the extreme water levels for different design lifetime of coastal facilities with sea level rise were estimated, and the return periods of the extreme water levels were also evaluated.
Keywords:sea level rise  extreme sea level  extreme value theory of non-stationary sequences  design lifetime  occurrence probability
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