| 291 | 4 | 105 |
| 下载次数 | 被引频次 | 阅读次数 |
本文使用一种二维风暴潮漫滩一维地下管网的耦合模型系统,根据下垫面土地利用类型调整底摩擦,模拟滨海城市象山县多种情景下的复合淹没过程。相较于将模型下垫面底摩擦系数设置为与海底相同,例如1×10-3左右量级,沿海城市真实土地利用类型的底摩擦效应更强。通过设置包括堤坝、排水系统、风暴潮、降雨与底摩擦调整等5个因素的多组敏感性实验,详细探讨了不同淹没情景下随土地利用类型变化的底摩擦带来的影响。结果表明,底摩擦调整后风暴潮淹没程度显著降低,但同时会加剧城区降雨导致的淹没。最终导致风暴潮与降雨的联合作用减弱,令复合淹没趋向于风暴潮与降雨单一因素所致淹没的线性叠加,故对复合淹没进行分区后水文区占比增加,潮汐区占比减少。研究结果可指导滨海城市针对不同区域制定对应的防洪策略,降低淹没风险。
Abstract:In this paper, a 2D storm surge \1D drainage system coupled model is used to simulate the compound flooding processes with the bottom friction adjusted according to the land use types of underlying surface in a coastal city Xiangshan, China. Compared with setting the bottom friction coefficient of the underlying surface to be the same as that of the seabed, such as about 1×10-3, the bottom friction of the real land of coastal cities is stronger. Based on the sensitivity experiments of five factors, including the dam, drainage system, storm surge, rainfall and bottom friction adjustment, we discuss the effect in compound flooding processes with bottom friction adjustment by land use type under different scenarios. The results show that the inundation of storm surge decreases significantly after the bottom friction adjustment, but it also intensifies the inundation caused by rainfall in urban areas. As results, the combined effect of storm surge and rainfall is weakened, which makes the compound flooding tend to be the linear superposition of the inundation caused by storm surge and rainfall alone. Therefore, the proportion of hydrological zone increased and of tidal zone decreased after the subdivision of compound flooding area, which can guide for formulating corresponding flood protection for different areas to reduce the flood risk in coastal cities.
[1] 李倩,张韧,姚雪峰,等.气候变化背景下我国周边海域热带气旋灾害风险评估与区划[J].热带气象学报,2013,29(1):143-148.Li Q,Zhang R,Yao X F,et al.Assessment and regionalization of tropical cyclone disaster over china’s surrounding sea[J].Journal of Tropical Meteorology,2013,29(1):143-148.
[2] 冯士筰.风暴潮的研究进展[J].世界科技研究与发展,1998,20(4):44-47.Feng S Z.The advance of researches on storm surges[J].World Science and Technology Research and Development,1998,20(4):44-47.
[3] 牛海燕,刘敏,陆敏,等.中国沿海地区近20年台风灾害风险评价[J].地理科学,2011,31(6):764-768.Niu H Y,Liu M,Lu M,et al.Risk Assessment of typhoon disasters in China Coastal Area during last 20 years[J].Scientia Geographica Sinica,2011,31(6):764-768.
[4] 谭丽荣,陈珂,王军,等.近20年来沿海地区风暴潮灾害脆弱性评价[J].地理科学,2011,31(9):1111-1117.Tan L R,Chen K,Wang J,et al.Assessment on storm surge vulnerability of coastal regions during the past twenty years[J].Scientia Geographica Sinica,2011,31(9):1111-1117.
[5] 中华人民共和国自然资源部.中国海洋灾害公报2010-2019[R].http://www.mnr.gov.cn/,2020.State Oceanic Administration People’s Republic of China.China’s marine disasters communique,2010-2019[R].http://www.mnr.gov.cn/,2020.
[6] Cialone M A,Grzegorzewski A S,Mark D J,et al.Coastal-storm model development and water-level validation for the north Atlantic coast comprehensive study[J].Journal of Waterway Port Coastal and Ocean Engineering,2017,143(5):04017031.
[7] Dietrich J C,Muhammad A,Curcic M,et al.Sensitivity of storm surge predictions to atmospheric forcing during hurricane Isaac[J].Journal of Waterway Port Coastal and Ocean Engineering,2018,144(1):04017035.
[8] Li J,Pan S,Chen Y,et al.Numerical estimation of extreme waves and surges over the northwest Pacific Ocean[J].Ocean Engineering,2018,153:225-241.
[9] Liu X,Jiang W S,Yang B,et al.Numerical study on factors influencing typhoon-induced storm surge distribution in Zhanjiang Harbor.Estuarine[J].Coastal and Shelf Science,2018,215:39-51.
[10] Murty P L N,Padmanabham J,Kumar T S,et al.Real-time storm surge and inundation forecast for very severe cyclonic storm ‘Hudhud’[J].Ocean Engineering,2017,131:25-35.
[11] Nakamura R,M?ll M,Shibayama T.Correction to street-scale storm surge load impact assessment using fine-resolution numerical modelling:A case study from Nemuro,Japan[J].Natural Hazards,2019,99(1):423-424.
[12] Zhang Y J,Ye F,Yu H,et al.Simulating compound flooding events in a hurricane[J].Ocean Dynamics,2020,70:621-640.
[13] Strelkoff T S,Clemmens A J,Bautista E.Estimation of soil and crop hydraulic properties[J].Journal of Irrigation and Drainage Engineering,2009,135 (5):537-555.
[14] Straatsma M.3D float tracking:In situ floodplain roughness estimation[J].Hydrological Processes,2009,23:201-212.
[15] 韩小燕.苍南县风暴潮灾害风险评估研究[D].杭州:浙江大学水利工程系,2016.Han X Y.Study on the Risk Assessment of Storm Surge in Cangnan County[D].Hangzhou:Department of Hydraulic Engineering,Zhejiang University,2016.
[16] 任剑波,施伟勇.风拖曳力系数和曼宁系数对风暴潮流模拟的影响[J].人民长江,2017,48(18):86-92.Ren J B,Shi W.Influence of wind drag coefficient and manning coefficient on storm current simulation[J].Yangtze River,2017,48(18):86-92.
[17] 郭洪琳.瓯江口风暴潮漫滩数值预报研究[D].北京:国家海洋环境预报研究中心,2011.Guo H L.A Numerical Prediction Study of Storm Surge and Floodplain on the Delta of Oujiang[D].Beijing:National Marine Environmental Forecasting Center,2011.
[18] 张露.宁波市北仑区街区尺度风暴潮漫滩数值研究[D].北京:国家海洋环境预报中心,2018.Zhang L.Numerical Study on the Storm Surge and Floodplain in Beilun District,Ningbo City[D].Beijing:National Marine Environmental Forecasting Center,2018.
[19] Shen Y,Morsy M M,Huxley C,et al.Flood risk assessment and increased resilience for coastal urban watersheds under the combined impact of storm tide and heavy rainfall[J].Journal of Hydrology,2019,579:1-17.124159.
[20] Shi S Y,Yang B,Jiang W S.Numerical simulations of compound flooding caused by storm surge and heavy rain with the presence of urban drainage system,coastal dam and tide gates:A case study of Xiangshan,China[J].Coastal Engineering,2022,172:1-17.104064.
[21] 王培涛,董剑希,赵联大,等.黄渤海精细化温带风暴潮数值预报模式研究及应用[J].海洋预报,2010,27(4):1-8.Wang P T,Dong J X,Zhao L D,et al.Studies and applications of refined numerical extratropical storm surge forecast model for Bohai and Yellow Sea[J].Marine Forecasts,2010,27(4):1-8.
[22] Feng Jianlong,Li Delei,Li Yan,et al.Storm surge variation along the coast of the Bohai Sea[J].Scientific Reports,2018,8(1):1-10.11309.
[23] Rossman L A.Storm Water Management Model User’s Manual Version 5.1[M].USA:United States Environment Protection Agency,2015.
[24] Amante C,Eakins B W.ETOPO1 arc-minute global relief model:Procedures,data sources and analysis[J].Psychologist,2009,16(3):20-25.
[25] 吴玉霞.浙江省象山县城市排水规划研究[D].上海:同济大学环境工程系,2007.Wu Y X.Study on the Planning of Water Drainage in Xiangshan County of Zhejiang Province[D].Shanghai:Department of Environmental Engineering,Tongji University,2007.
[26] 李智,窦玉颖,王昊,等.基于GIS和SWMM的山地临海城市内涝模拟分析——以象山县为例[J].水利水电技术,2016,47(9):143-147.Li Z,Dou Y Y,Wang H,et al.GIS and SWMM-based simulative analysis on waterlogging in coastal and mountainous cities:By taking Xiangshan County as a case[J].Water Resources and Hydropower Engineering,2016,47(9):143-147.
[27] Jelesnianski C.A numerical calculation of storm tides induced by a tropical storm impinging on a continental shelf[J].Monthly Weather Review,1965,93(6):83-88.
[28] Vogelman J E,Howard S M,Yang L M,et al.Completion of the 1990s national land cover data set for the conterminous United States from landsat thematic mapper data and ancillary data sources[J].Photogrammetric Engineering and Remote Sensing,2001,67(6):650-655.
[29] Bilskie M V,Hagen S C.Defininf flood zone transitions in low-gradient coastal regions[J].Geophysical Research Letters,2018,45:2761-2770.
基本信息:
DOI:
中图分类号:F301.2;P731.23
引用信息:
[1]施劭瑜,杨波,江文胜,等.土地利用类型对滨海城市复合淹没的影响——以象山县为例[J],2023,53(02):83-93.
基金信息:
国家重点研究发展计划项目(2016YFC1401504)资助~~