“海堤能帮助美国城市适应沿海洪水吗?”

IF 3.5 3区 社会学 Q2 ENVIRONMENTAL STUDIES
J. Yoo, Vaishnavi Sinha, R. Mendelsohn
{"title":"“海堤能帮助美国城市适应沿海洪水吗?”","authors":"J. Yoo, Vaishnavi Sinha, R. Mendelsohn","doi":"10.1108/ijccsm-02-2022-0020","DOIUrl":null,"url":null,"abstract":"\nPurpose\nThis study aims to combine information about sea level rise (SLR), the probability distribution of storm surge, a flood damage function and the value of property by elevation along the coast of selected cities to measure expected flood damage. The selected six cities all have nearby long-term tidal stations that can be used to estimate the probability distribution of floods. The model is calibrated to each city. The study then compares the cost of building higher seawalls today along the coast versus the benefit of each wall (the reduction in expected flood damage).\n\n\nDesign/methodology/approach\nThe combination of coastal storms and SLR has led to extensive flood damage across American cities. This study creates a simple generic model that evaluates whether seawalls would be effective at addressing this flooding problem. The paper develops an approach that readily measures the expected flood benefits and costs of alternative coastal seawalls. The approach takes account of near term SLR and the probability distribution of storm surge. The model finds seawalls are effective only in cities where many buildings are in the 25-year flood plain.\n\n\nFindings\nCities with many buildings built on land below 2 m in elevation (the 25-year flood plain) have high expected flood damage from storms and SLR. Cities which already have many buildings in this flood plain would benefit from seawalls. Assuming seawalls are built above the high tide line, the optimal wall height that maximizes net benefits is between 0.9 to 1.2 m. These relatively low seawalls block 70%–83% of expected flood damage in these cities. Fair flood insurance is the least cost strategy for handling the remaining damages that overtop the optimal seawalls.\n\n\nResearch limitations/implications\nThe analysis evaluates whether or not to build a seawall the length of each city at high tide lines. However, the analysis also finds several long stretches of coast in two cities where a wall is not warranted because there are few vulnerable buildings. Future analyses should consider seawalls in more spatially detailed sections of each city. Each section could then be analyzed independently. Whether or not more complex hydrodynamic models are needed to evaluate coastal resilience planning should also be explored. Alternative solutions such as planned retreat and nature-based solutions should be compared with seawalls in future studies as well.\n\n\nPractical implications\nCities should be careful to avoid development in the 25-year flood plain because of high expected flood damage. Cities that have low elevation areas subject to frequent flooding should consider seawalls to reduce frequent flooding. Because they are very costly and have low expected benefits, high walls that can stop a one-hundred-year storm are generally not worth building.\n\n\nSocial implications\nThe analysis reveals that the most important factor determining the vulnerability of cities along the eastern coastline of the USA is the number of buildings built below 2 m in elevation (the 25-year flood plain). Cities should use zoning to discourage further development in the 25-year flood plain. Cities which already have many buildings in this flood plain would benefit from city-wide seawalls. Assuming these walls are built at mean high-high tide, the optimal height of current seawalls should be relatively modest – averaging about 0.9–1.2 m above ground. Using fair insurance for the remaining risk is less expensive than building taller walls. In particular, the cost of seawalls that protect against a major hurricane surge are over three times the expected benefit and should not be built. As decades pass and observed sea level progresses, seawalls and the boundary of the 25-year flood plain should be reevaluated.\n\n\nOriginality/value\nThis paper develops a coastal flood model that combines SLR and the probability distribution of storm surges with the value of property by elevation to estimate the expected damage from storm surge. The model is relatively easy to calibrate making it a practical tool to guide city flood planning. The authors illustrate what insights such a model gives about coastal resilience to flooding across six cities along the Eastern US coastline.\n","PeriodicalId":46689,"journal":{"name":"International Journal of Climate Change Strategies and Management","volume":" ","pages":""},"PeriodicalIF":3.5000,"publicationDate":"2022-09-19","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"“Can seawalls help American cities adapt to coastal flooding?”\",\"authors\":\"J. Yoo, Vaishnavi Sinha, R. Mendelsohn\",\"doi\":\"10.1108/ijccsm-02-2022-0020\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"\\nPurpose\\nThis study aims to combine information about sea level rise (SLR), the probability distribution of storm surge, a flood damage function and the value of property by elevation along the coast of selected cities to measure expected flood damage. The selected six cities all have nearby long-term tidal stations that can be used to estimate the probability distribution of floods. The model is calibrated to each city. The study then compares the cost of building higher seawalls today along the coast versus the benefit of each wall (the reduction in expected flood damage).\\n\\n\\nDesign/methodology/approach\\nThe combination of coastal storms and SLR has led to extensive flood damage across American cities. This study creates a simple generic model that evaluates whether seawalls would be effective at addressing this flooding problem. The paper develops an approach that readily measures the expected flood benefits and costs of alternative coastal seawalls. The approach takes account of near term SLR and the probability distribution of storm surge. The model finds seawalls are effective only in cities where many buildings are in the 25-year flood plain.\\n\\n\\nFindings\\nCities with many buildings built on land below 2 m in elevation (the 25-year flood plain) have high expected flood damage from storms and SLR. Cities which already have many buildings in this flood plain would benefit from seawalls. Assuming seawalls are built above the high tide line, the optimal wall height that maximizes net benefits is between 0.9 to 1.2 m. These relatively low seawalls block 70%–83% of expected flood damage in these cities. Fair flood insurance is the least cost strategy for handling the remaining damages that overtop the optimal seawalls.\\n\\n\\nResearch limitations/implications\\nThe analysis evaluates whether or not to build a seawall the length of each city at high tide lines. However, the analysis also finds several long stretches of coast in two cities where a wall is not warranted because there are few vulnerable buildings. Future analyses should consider seawalls in more spatially detailed sections of each city. Each section could then be analyzed independently. Whether or not more complex hydrodynamic models are needed to evaluate coastal resilience planning should also be explored. Alternative solutions such as planned retreat and nature-based solutions should be compared with seawalls in future studies as well.\\n\\n\\nPractical implications\\nCities should be careful to avoid development in the 25-year flood plain because of high expected flood damage. Cities that have low elevation areas subject to frequent flooding should consider seawalls to reduce frequent flooding. Because they are very costly and have low expected benefits, high walls that can stop a one-hundred-year storm are generally not worth building.\\n\\n\\nSocial implications\\nThe analysis reveals that the most important factor determining the vulnerability of cities along the eastern coastline of the USA is the number of buildings built below 2 m in elevation (the 25-year flood plain). Cities should use zoning to discourage further development in the 25-year flood plain. Cities which already have many buildings in this flood plain would benefit from city-wide seawalls. Assuming these walls are built at mean high-high tide, the optimal height of current seawalls should be relatively modest – averaging about 0.9–1.2 m above ground. Using fair insurance for the remaining risk is less expensive than building taller walls. In particular, the cost of seawalls that protect against a major hurricane surge are over three times the expected benefit and should not be built. As decades pass and observed sea level progresses, seawalls and the boundary of the 25-year flood plain should be reevaluated.\\n\\n\\nOriginality/value\\nThis paper develops a coastal flood model that combines SLR and the probability distribution of storm surges with the value of property by elevation to estimate the expected damage from storm surge. The model is relatively easy to calibrate making it a practical tool to guide city flood planning. The authors illustrate what insights such a model gives about coastal resilience to flooding across six cities along the Eastern US coastline.\\n\",\"PeriodicalId\":46689,\"journal\":{\"name\":\"International Journal of Climate Change Strategies and Management\",\"volume\":\" \",\"pages\":\"\"},\"PeriodicalIF\":3.5000,\"publicationDate\":\"2022-09-19\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"International Journal of Climate Change Strategies and Management\",\"FirstCategoryId\":\"90\",\"ListUrlMain\":\"https://doi.org/10.1108/ijccsm-02-2022-0020\",\"RegionNum\":3,\"RegionCategory\":\"社会学\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q2\",\"JCRName\":\"ENVIRONMENTAL STUDIES\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"International Journal of Climate Change Strategies and Management","FirstCategoryId":"90","ListUrlMain":"https://doi.org/10.1108/ijccsm-02-2022-0020","RegionNum":3,"RegionCategory":"社会学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"ENVIRONMENTAL STUDIES","Score":null,"Total":0}
引用次数: 0

摘要

目的结合海平面上升(SLR)、风暴潮概率分布、洪涝灾害函数和沿海城市的高程财产价值等信息,对沿海城市的洪涝灾害进行预测。所选的六个城市附近都有长期潮汐站,可以用来估计洪水的概率分布。该模型针对每个城市进行了校准。然后,该研究比较了今天沿海岸建造更高海堤的成本与每堵海堤的收益(减少预期的洪水破坏)。设计/方法/方法沿海风暴和SLR的结合导致了美国城市广泛的洪水破坏。这项研究创建了一个简单的通用模型来评估海堤是否能有效地解决这一洪水问题。本文开发了一种方法,可以很容易地测量替代海岸海堤的预期洪水收益和成本。该方法考虑了近期SLR和风暴潮的概率分布。该模型发现,只有在许多建筑物位于25年洪泛区的城市,海堤才有效。许多建筑建在海拔2米以下(25年洪泛区)的城市,暴风雨和单反的洪水破坏预期很高。在这片洪泛平原上已经有许多建筑的城市将受益于海堤。假设海堤建在涨潮线以上,净效益最大化的最佳海堤高度在0.9 ~ 1.2 m之间。这些相对较低的海堤阻挡了这些城市70%-83%的预期洪水损失。公平的洪水保险是处理超过最佳海堤的剩余损害的成本最低的策略。研究的局限性/意义本分析评估是否在每个城市的高潮线处建造海堤的长度。然而,分析还发现,在两个城市的几处海岸线上,由于几乎没有脆弱的建筑,没有必要修建一堵墙。未来的分析应该考虑在每个城市更详细的空间区域的海堤。然后可以独立分析每个部分。还应探讨是否需要更复杂的水动力模型来评估沿海恢复力规划。在未来的研究中,还应将计划撤退和基于自然的解决方案等替代解决方案与海堤进行比较。现实意义:由于洪水灾害的高预期,城市应小心避免在25年洪泛区开发。低海拔地区经常发生洪水的城市应该考虑修建海堤,以减少频繁的洪水。因为它们非常昂贵,而且预期效益很低,所以可以阻挡百年风暴的高墙通常不值得建造。社会影响分析表明,决定美国东部沿海城市脆弱性的最重要因素是海拔2米以下(25年洪泛平原)的建筑物数量。城市应该利用分区来阻止25年洪泛区的进一步开发。在这片洪泛平原上已经有许多建筑的城市将受益于全市范围的海堤。假设这些海堤是在平均涨潮时建造的,那么目前海堤的最佳高度应该相对适中——平均高出地面0.9-1.2米。为剩余的风险使用公平的保险比建造更高的墙要便宜。特别值得一提的是,用于抵御大飓风的海堤的成本是预期收益的三倍多,因此不应该建造。随着几十年的过去和观测到的海平面的上升,海堤和25年洪泛平原的边界应该重新评估。独创性/价值本文建立了一个将SLR和风暴潮概率分布与高程财产价值相结合的沿海洪水模型,以估计风暴潮的预期损失。该模型相对容易校准,是指导城市防洪规划的实用工具。作者举例说明了这样一个模型对美国东部沿海6个城市抵御洪水的能力提供了什么见解。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
“Can seawalls help American cities adapt to coastal flooding?”
Purpose This study aims to combine information about sea level rise (SLR), the probability distribution of storm surge, a flood damage function and the value of property by elevation along the coast of selected cities to measure expected flood damage. The selected six cities all have nearby long-term tidal stations that can be used to estimate the probability distribution of floods. The model is calibrated to each city. The study then compares the cost of building higher seawalls today along the coast versus the benefit of each wall (the reduction in expected flood damage). Design/methodology/approach The combination of coastal storms and SLR has led to extensive flood damage across American cities. This study creates a simple generic model that evaluates whether seawalls would be effective at addressing this flooding problem. The paper develops an approach that readily measures the expected flood benefits and costs of alternative coastal seawalls. The approach takes account of near term SLR and the probability distribution of storm surge. The model finds seawalls are effective only in cities where many buildings are in the 25-year flood plain. Findings Cities with many buildings built on land below 2 m in elevation (the 25-year flood plain) have high expected flood damage from storms and SLR. Cities which already have many buildings in this flood plain would benefit from seawalls. Assuming seawalls are built above the high tide line, the optimal wall height that maximizes net benefits is between 0.9 to 1.2 m. These relatively low seawalls block 70%–83% of expected flood damage in these cities. Fair flood insurance is the least cost strategy for handling the remaining damages that overtop the optimal seawalls. Research limitations/implications The analysis evaluates whether or not to build a seawall the length of each city at high tide lines. However, the analysis also finds several long stretches of coast in two cities where a wall is not warranted because there are few vulnerable buildings. Future analyses should consider seawalls in more spatially detailed sections of each city. Each section could then be analyzed independently. Whether or not more complex hydrodynamic models are needed to evaluate coastal resilience planning should also be explored. Alternative solutions such as planned retreat and nature-based solutions should be compared with seawalls in future studies as well. Practical implications Cities should be careful to avoid development in the 25-year flood plain because of high expected flood damage. Cities that have low elevation areas subject to frequent flooding should consider seawalls to reduce frequent flooding. Because they are very costly and have low expected benefits, high walls that can stop a one-hundred-year storm are generally not worth building. Social implications The analysis reveals that the most important factor determining the vulnerability of cities along the eastern coastline of the USA is the number of buildings built below 2 m in elevation (the 25-year flood plain). Cities should use zoning to discourage further development in the 25-year flood plain. Cities which already have many buildings in this flood plain would benefit from city-wide seawalls. Assuming these walls are built at mean high-high tide, the optimal height of current seawalls should be relatively modest – averaging about 0.9–1.2 m above ground. Using fair insurance for the remaining risk is less expensive than building taller walls. In particular, the cost of seawalls that protect against a major hurricane surge are over three times the expected benefit and should not be built. As decades pass and observed sea level progresses, seawalls and the boundary of the 25-year flood plain should be reevaluated. Originality/value This paper develops a coastal flood model that combines SLR and the probability distribution of storm surges with the value of property by elevation to estimate the expected damage from storm surge. The model is relatively easy to calibrate making it a practical tool to guide city flood planning. The authors illustrate what insights such a model gives about coastal resilience to flooding across six cities along the Eastern US coastline.
求助全文
通过发布文献求助,成功后即可免费获取论文全文。 去求助
来源期刊
CiteScore
8.10
自引率
8.30%
发文量
43
审稿时长
15 weeks
期刊介绍: Effective from volume 10 (2018), International Journal of Climate Change Strategies and Management is an open access journal. In the history of science there have been only a few issues which have mobilized the attention of scientists and policy-makers alike as the issue of climate change currently does. International Journal of Climate Change Strategies and Management is an international forum that addresses the need for disseminating scholarly research, projects and other initiatives aimed to facilitate a better understanding of the subject matter of climate change. The journal publishes papers dealing with policy-making on climate change, and methodological approaches to cope with the problems deriving from climate change. It disseminates experiences from projects and case studies where due consideration to environmental, economic, social and political aspects is given and especially the links and leverages that can be attained by this holistic approach. It regards climate change under the perspective of its wider implications: for economic growth, water and food security, and for people''s survival – especially those living in the poorest communities in developing countries.
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
联系我们:info@booksci.cn Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。 Copyright © 2023 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术官方微信