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一种识别城市排水系统中最薄弱环节的方法。

A method to identify the weakest link in urban drainage systems.

作者信息

Meijer Didrik, Korving Hans, Langeveld Jeroen, Clemens-Meyer François

机构信息

Deltares, Boussinesqweg 1, 2629 HV Delft, Postbus 177 2600 MH, Delft, The Netherlands E-mail:

Faculty of Civil Engineering and Geosciences, Delft University of Technology, Stevinweg 1, 2628 CN, Delft, The Netherlands; Partners4urbanwater, Graafseweg 274, 6532 ZV, Nijmegen, The Netherlands.

出版信息

Water Sci Technol. 2023 Mar;87(5):1273-1293. doi: 10.2166/wst.2023.057.

Abstract

Urban drainage systems are composed of subsystems. The ratio of the storage and discharge capacities of the subsystems determines the performance. The performance of the urban water system may deteriorate as a result of the change in the ratio of storage to discharge capacity due to aging, urbanisation and climate change. We developed the graph-based weakest link method (GBWLM) to analyse urban drainage systems. Flow path analysis from graph theory is applied instead of hydrodynamic model simulations to reduce the computational effort. This makes it practically feasible to analyse urban drainage systems with multi-decade rainfall series. We used the GBWLM to analyse the effect of urban water system aging and/or climate scenarios on flood extent and frequency. The case study shows that the results of the hydrodynamic models and the GBWLM are similar. The rainfall intensities of storm events are expected to increase by approximately 20% in the Netherlands due to climate change. For the case study, such an increase in load has little impact on the flood frequency and extent caused by gully pots and surface water. However, it could lead to a 50% increase in the storm sewer flood frequency and an increase in the extent of flooding.

摘要

城市排水系统由多个子系统组成。各子系统的蓄水和排水能力之比决定了系统性能。由于老化、城市化和气候变化导致蓄水与排水能力之比发生变化,城市水系统的性能可能会恶化。我们开发了基于图的最弱链路法(GBWLM)来分析城市排水系统。应用图论中的流径分析而非水动力模型模拟,以减少计算量。这使得用数十年降雨序列分析城市排水系统在实际中可行。我们使用GBWLM来分析城市水系统老化和/或气候情景对洪水范围和频率的影响。案例研究表明,水动力模型和GBWLM的结果相似。由于气候变化,荷兰暴雨事件的降雨强度预计将增加约20%。对于该案例研究,这种负荷增加对雨水口和地表水造成的洪水频率和范围影响不大。然而,这可能导致雨水管道洪水频率增加50%,并使洪水范围扩大。

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