Estimation of possible locations for green roofs and bioswales and analysis of the effect of their implementation on stormwater runoff control

IF 3.3 Q2 ENVIRONMENTAL SCIENCES
Tomohiro Kinoshita, Taira Ozaki
{"title":"Estimation of possible locations for green roofs and bioswales and analysis of the effect of their implementation on stormwater runoff control","authors":"Tomohiro Kinoshita, Taira Ozaki","doi":"10.3389/fclim.2024.1287386","DOIUrl":null,"url":null,"abstract":"The objectives of this study are twofold. The first is to identify potential green infrastructure construction sites by building rooftops and sidewalks. The second is to analyze internal flooding for a wide range of drainage areas and to quantitatively evaluate the effectiveness of stormwater runoff control.The target area has approximately 600 ha with a runoff coefficient of 0.71. Using Arc GIS Desktop 10.8.1, this study has identified green roofs and bioswales that would be highly beneficial in capturing large amounts of rainfall. In addition, Info Works ICM was used for the inundation analysis, which can simultaneously calculate the flow in sewer pipelines and above-ground inundation flow. Runoff coefficients were calculated for each land use using the urban land use subdivision mesh data with 100 m unit. This study targeted a 10-year probability rainfall (total rainfall: 86.3 mm, maximum hourly rainfall: 52.3 mm/h, duration: 3 h) with a middle concentrated rainfall waveform obtained from past experiments in the d4PDF database of ensemble climate prediction contributing to global warming.The amount of land availability for green roofs and bioswales was about 1 and 0.1% of the drainage area, respectively. The runoff coefficients for green roofs only, bioswales only, with and without introduction of both green roofs and bioswales were 70.34, 70.87, 70.28, and 70.93%, respectively. The difference in runoff coefficients was about 0.65 percentage points even when both were constructed. As a result of inundation analysis, the reduction was 2.5% for the maximum waterlogged area, 1.5% for the flooded area, and 0.7% for the average depth of waterlogging divided by the maximum waterlogged area. The construction of green roofs and bioswales in the same area or downstream of the area shows little mitigation effect when flooding occurs in an area near the downstream end of the sewer network.Although this study has mainly discussed the stormwater runoff control aspect, the most important feature of green infrastructure is its multifunctionality. In terms of utilizing and promoting green infrastructure, it is important to visualize its multifaceted effects and share them with many stakeholders.","PeriodicalId":33632,"journal":{"name":"Frontiers in Climate","volume":null,"pages":null},"PeriodicalIF":3.3000,"publicationDate":"2024-03-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Frontiers in Climate","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.3389/fclim.2024.1287386","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"ENVIRONMENTAL SCIENCES","Score":null,"Total":0}
引用次数: 0

Abstract

The objectives of this study are twofold. The first is to identify potential green infrastructure construction sites by building rooftops and sidewalks. The second is to analyze internal flooding for a wide range of drainage areas and to quantitatively evaluate the effectiveness of stormwater runoff control.The target area has approximately 600 ha with a runoff coefficient of 0.71. Using Arc GIS Desktop 10.8.1, this study has identified green roofs and bioswales that would be highly beneficial in capturing large amounts of rainfall. In addition, Info Works ICM was used for the inundation analysis, which can simultaneously calculate the flow in sewer pipelines and above-ground inundation flow. Runoff coefficients were calculated for each land use using the urban land use subdivision mesh data with 100 m unit. This study targeted a 10-year probability rainfall (total rainfall: 86.3 mm, maximum hourly rainfall: 52.3 mm/h, duration: 3 h) with a middle concentrated rainfall waveform obtained from past experiments in the d4PDF database of ensemble climate prediction contributing to global warming.The amount of land availability for green roofs and bioswales was about 1 and 0.1% of the drainage area, respectively. The runoff coefficients for green roofs only, bioswales only, with and without introduction of both green roofs and bioswales were 70.34, 70.87, 70.28, and 70.93%, respectively. The difference in runoff coefficients was about 0.65 percentage points even when both were constructed. As a result of inundation analysis, the reduction was 2.5% for the maximum waterlogged area, 1.5% for the flooded area, and 0.7% for the average depth of waterlogging divided by the maximum waterlogged area. The construction of green roofs and bioswales in the same area or downstream of the area shows little mitigation effect when flooding occurs in an area near the downstream end of the sewer network.Although this study has mainly discussed the stormwater runoff control aspect, the most important feature of green infrastructure is its multifunctionality. In terms of utilizing and promoting green infrastructure, it is important to visualize its multifaceted effects and share them with many stakeholders.
估算屋顶绿化和生物沟渠的可能位置,分析其实施对雨水径流控制的影响
这项研究有两个目标。首先是通过建筑屋顶和人行道确定潜在的绿色基础设施建设地点。其次是分析大范围排水区域的内涝情况,并定量评估雨水径流控制的有效性。目标区域面积约为 600 公顷,径流系数为 0.71。本研究利用 Arc GIS Desktop 10.8.1 确定了对收集大量降雨非常有益的绿色屋顶和生物沟渠。此外,Info Works ICM 被用于淹没分析,它可以同时计算污水管道流量和地面淹没流量。使用以 100 米为单位的城市土地用途细分网格数据,计算了每种土地用途的径流系数。本研究以 10 年概率降雨为目标(总降雨量:86.3 毫米,最大小时降雨量:52.3 毫米/小时,持续时间:3 小时),降雨波形为中等集中降雨波形,该波形是从有助于全球变暖的集合气候预测 d4PDF 数据库的过去实验中获得的。仅采用屋顶绿化、仅采用生物集水池、同时采用和不采用屋顶绿化和生物集水池的径流系数分别为 70.34%、70.87%、70.28% 和 70.93%。即使同时建造这两种设施,径流系数也相差约 0.65 个百分点。淹没分析结果显示,最大积水面积减少了 2.5%,淹没面积减少了 1.5%,平均积水深度除以最大积水面积减少了 0.7%。在同一地区或该地区下游建造绿色屋顶和生物水池,当洪水发生在下水道网络下游端附近的地区时,其缓解效果甚微。虽然本研究主要讨论了雨水径流控制方面的问题,但绿色基础设施最重要的特点是其多功能性。就利用和推广绿色基础设施而言,重要的是将其多方面的效果形象化,并与众多利益相关者分享。
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
Frontiers in Climate
Frontiers in Climate Environmental Science-Environmental Science (miscellaneous)
CiteScore
4.50
自引率
0.00%
发文量
233
审稿时长
15 weeks
×
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