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评估集水区尺度方法在减轻城市地表水洪水方面的有效性。

Evaluating the effectiveness of catchment-scale approaches in mitigating urban surface water flooding.

机构信息

Centre for Sustainable Development, Department of Engineering, University of Cambridge, Cambridge, UK.

出版信息

Philos Trans A Math Phys Eng Sci. 2020 Apr 3;378(2168):20190203. doi: 10.1098/rsta.2019.0203. Epub 2020 Feb 17.

Abstract

The argument for natural flood management in the UK has strengthened in recent years with increasing awareness of the potential benefits gained from upstream interventions (especially improvements in water quality, public amenities and biodiversity). This study aims to develop an understanding of another potential benefit-interventions promoting free discharge at downstream urban drainage outfalls by moderating water levels in receiving watercourses. A novel, coupled model (linking dynamic TOPMODEL, HEC-RAS and Infoworks ICM) is calibrated for the Asker catchment in Dorset, England. This predominantly rural watershed drains to the town of Bridport, frequently submerging a surface drainage outfall in a nearby housing estate. Two forms of upstream, catchment-scale intervention (hillslope tree planting and in-channel large woody debris) are modelled to understand their impacts on the functioning of the drainage network during both the calibration period and a range of design storms. The results indicate that interventions have the greatest positive impact during frequent events. For example, during a storm with a 10% annual exceedance probability (AEP), upstream NFM could reduce outfall inundation by up to 3.75 h and remove any surcharging of flow within the drainage system in Bridport. In more severe storms, the results suggest interventions could slightly prolong the time the outfall was submerged. However, by slowing the wider catchment's response during the 3.3% AEP storm, upstream interventions allow more water to escape the urban drainage system and reduce the maximum surface flooding extent within the housing estate by 35%. This article is part of the theme issue 'Urban flood resilience'.

摘要

近年来,随着人们越来越意识到上游干预措施(特别是水质改善、公共设施和生物多样性)可能带来的好处,英国对自然洪水管理的争论愈加强烈。本研究旨在了解另一种潜在的好处——通过调节受纳水流的水位,促进下游城市排水口自由排放的干预措施。本研究建立了一个新的耦合模型(将动态 TOPMODEL、HEC-RAS 和 Infoworks ICM 链接),用于英格兰多塞特郡的 Asker 流域。该流域主要为农村流域,排水至布里德波特镇,经常淹没附近住宅区的地表排水口。模拟了两种上游、集水区规模的干预措施(坡面植树和河道内大型木质碎片),以了解它们在校准期和一系列设计暴雨期间对排水网络功能的影响。结果表明,干预措施在频繁事件中具有最大的积极影响。例如,在具有 10%年超越概率(AEP)的暴雨中,上游自然洪水管理可以将排水口淹没时间减少多达 3.75 小时,并消除布里德波特排水系统内的任何流量过充。在更严重的风暴中,结果表明干预措施可能会稍微延长排水口淹没的时间。然而,通过减缓 3.3% AEP 风暴中更广泛流域的响应,上游干预措施允许更多的水从城市排水系统中逃逸,并减少住宅区表面洪水泛滥的最大范围 35%。本文是“城市洪水弹性”主题特刊的一部分。

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Editorial: great floods have flown from simple sources.社论:大洪水源于简单的源头。
Philos Trans A Math Phys Eng Sci. 2020 Apr 3;378(2168):20190199. doi: 10.1098/rsta.2019.0199. Epub 2020 Feb 17.

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