The Identification of Flood-Prone Areas in Accra, Ghana Using a Hydrological Screening Method

Thomas Balstrøm, Bent Hasholt, A. Allotey, Prince Martin Gyekye
{"title":"The Identification of Flood-Prone Areas in Accra, Ghana Using a Hydrological Screening Method","authors":"Thomas Balstrøm, Bent Hasholt, A. Allotey, Prince Martin Gyekye","doi":"10.3390/geohazards5030038","DOIUrl":null,"url":null,"abstract":"Information about flood-prone areas in Accra, Ghana, acting as obstacles to the main infrastructure was required as input for a transportation study. We successfully identified these areas using the hydrologic screening software Arc-Malstrøm. Earlier studies have used a digital elevation model with a spatial resolution of 30 m, which unfortunately is not a true digital terrain model as it includes elevations from ground surfaces, structures, and vegetation. However, this study shows the benefits of using a hydro-conditioned 10 m resolution digital terrain model from AirbusTM in predicting flood-prone areas. The entire investigation area covers approximately 23% of the Greater Accra Metropolitan Area (GAMA), including the entire Odaw River basin. In this area, 5018 landscape sinks with water depths ≥ 0.1 m and volumes ≥ 5 m3 were identified. From this, 163 flood-induced roadblocks were found with maximum depths ≥ 0.3 m, rendering them impassable to normal vehicles. Beyond the adaptation of infrastructures in the hydro-conditioning process, more steps were necessary along the Odaw River’s southernmost course before its outlet into the Gulf of Guinea due to local trash accumulation reflected in the DTM. To address the unforeseen stochastic flood effects from trash piling up along the river channels, a simulation was conducted showing the upstream consequences caused by a trash barrier at the river’s outlet into the ocean. This leads to a discussion of the hazards posed by improper waste handling, coupled with increasing runoff predictions within the river’s drainage basin. Finally, we discuss local alternatives to the establishment of large central retention and detention basins to reduce flood-prone areas in GAMA during periods when stormwater-induced floods become more frequent, primarily due to uncontrolled urbanization increasing runoff volumes.","PeriodicalId":502457,"journal":{"name":"GeoHazards","volume":"81 13","pages":""},"PeriodicalIF":0.0000,"publicationDate":"2024-07-22","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"GeoHazards","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.3390/geohazards5030038","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0

Abstract

Information about flood-prone areas in Accra, Ghana, acting as obstacles to the main infrastructure was required as input for a transportation study. We successfully identified these areas using the hydrologic screening software Arc-Malstrøm. Earlier studies have used a digital elevation model with a spatial resolution of 30 m, which unfortunately is not a true digital terrain model as it includes elevations from ground surfaces, structures, and vegetation. However, this study shows the benefits of using a hydro-conditioned 10 m resolution digital terrain model from AirbusTM in predicting flood-prone areas. The entire investigation area covers approximately 23% of the Greater Accra Metropolitan Area (GAMA), including the entire Odaw River basin. In this area, 5018 landscape sinks with water depths ≥ 0.1 m and volumes ≥ 5 m3 were identified. From this, 163 flood-induced roadblocks were found with maximum depths ≥ 0.3 m, rendering them impassable to normal vehicles. Beyond the adaptation of infrastructures in the hydro-conditioning process, more steps were necessary along the Odaw River’s southernmost course before its outlet into the Gulf of Guinea due to local trash accumulation reflected in the DTM. To address the unforeseen stochastic flood effects from trash piling up along the river channels, a simulation was conducted showing the upstream consequences caused by a trash barrier at the river’s outlet into the ocean. This leads to a discussion of the hazards posed by improper waste handling, coupled with increasing runoff predictions within the river’s drainage basin. Finally, we discuss local alternatives to the establishment of large central retention and detention basins to reduce flood-prone areas in GAMA during periods when stormwater-induced floods become more frequent, primarily due to uncontrolled urbanization increasing runoff volumes.
使用水文筛选方法确定加纳阿克拉的洪水易发区
加纳阿克拉的洪水易发区阻碍了主要基础设施的建设,需要相关信息作为交通研究的输入。我们使用水文筛选软件 Arc-Malstrøm 成功确定了这些地区。先前的研究使用了空间分辨率为 30 米的数字高程模型,但遗憾的是,这并不是真正的数字地形模型,因为它包含了地表、结构和植被的高程。不过,本研究表明,使用空中客车公司提供的 10 米分辨率水力调节数字地形模型,对预测洪水易发区域大有裨益。整个调查区域约占大阿克拉都市区(GAMA)面积的 23%,包括整个奥多河流域。在这一区域内,确定了 5018 个水深≥ 0.1 米、体积≥ 5 立方米的景观汇。从中发现了 163 个洪水导致的路障,最大水深≥ 0.3 米,普通车辆无法通行。除了对水力调节过程中的基础设施进行调整外,由于 DTM 反映出的当地垃圾堆积情况,有必要在奥多河最南端的河道沿线采取更多措施,然后再将其排放到几内亚湾。为了解决河道沿岸垃圾堆积造成的不可预见的随机洪水影响,我们进行了一次模拟,展示了在河流入海口处设置垃圾屏障对上游造成的影响。由此,我们讨论了垃圾处理不当带来的危害,以及河流流域内径流增加的预测。最后,我们讨论了建立大型中央滞留和截留池的本地替代方案,以便在暴雨引发的洪水变得更加频繁(主要是由于不受控制的城市化增加了径流量)期间,减少 GAMA 的洪水易发区。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 求助全文
来源期刊
CiteScore
2.60
自引率
0.00%
发文量
0
×
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