دورية أكاديمية

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

التفاصيل البيبلوغرافية
العنوان: Estimation of possible locations for green roofs and bioswales and analysis of the effect of their implementation on stormwater runoff control
المؤلفون: Tomohiro Kinoshita, Taira Ozaki
المصدر: Frontiers in Climate, Vol 6 (2024)
بيانات النشر: Frontiers Media S.A., 2024.
سنة النشر: 2024
المجموعة: LCC:Environmental sciences
مصطلحات موضوعية: climate change, green roofs, bioswales, pluvial flood, urban runoff analysis, Environmental sciences, GE1-350
الوصف: IntroductionThe 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.MethodsThe 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.ResultsThe 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.DiscussionAlthough 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.
نوع الوثيقة: article
وصف الملف: electronic resource
اللغة: English
تدمد: 2624-9553
العلاقة: https://www.frontiersin.org/articles/10.3389/fclim.2024.1287386/fullTest; https://doaj.org/toc/2624-9553Test
DOI: 10.3389/fclim.2024.1287386
الوصول الحر: https://doaj.org/article/5d7818b8b08e4c9e9d3102413e6b222dTest
رقم الانضمام: edsdoj.5d7818b8b08e4c9e9d3102413e6b222d
قاعدة البيانات: Directory of Open Access Journals
الوصف
تدمد:26249553
DOI:10.3389/fclim.2024.1287386