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城市洪水建模与有限观测数据下的风险评估:以中国未来科学城北京为例。

Urban Flood Modeling and Risk Assessment with Limited Observation Data: The Beijing Future Science City of China.

机构信息

College of Water Conservancy and Hydropower, Hebei University of Engineering, Handan 056021, China.

North China Municipal Engineering Design and Research Institute Co., Ltd., Tianjin 300074, China.

出版信息

Int J Environ Res Public Health. 2023 Mar 6;20(5):4640. doi: 10.3390/ijerph20054640.

Abstract

The frequency of urban storms has increased, influenced by the climate changing and urbanization, and the process of urban rainfall runoff has also changed, leading to severe urban waterlogging problems. Against this background, the risk of urban waterlogging was analyzed and assessed accurately, using an urban stormwater model as necessary. Most studies have used urban hydrological models to assess flood risk; however, due to limited flow pipeline data, the calibration and the validation of the models are difficult. This study applied the MIKE URBAN model to build a drainage system model in the Beijing Future Science City of China, where the discharge of pipelines was absent. Three methods, of empirical calibration, formula validation, and validation based on field investigation, were used to calibrate and validate the parameters of the model. After the empirical calibration, the relative error range between the simulated value and the measured value was verified by the formula as within 25%. The simulated runoff depth was consistent with a field survey verified by the method of validation based on field investigation, showing the model has good applicability in the study area. Then, the rainfall scenarios of different return periods were designed and simulated. Simulation results showed that, for the 10-year return period, there are overflow pipe sections in northern and southern regions, and the number of overflow pipe sections in the northern region is more than that in the southern region. For the 20-year return period and 50-year return period, the number of overflow pipe sections and nodes in the northern region increased, while for the 100-year return period, the number of overflow nodes both increased. With the increase in the rainfall return period, the pipe network load increased, the points and sections prone to accumulation and waterlogging increased, and the regional waterlogging risk increased. The southern region is prone to waterlogging because the pipeline network density is higher than that in the northern region and the terrain is low-lying. This study provides a reference for the establishment of rainwater drainage models in regions with similar database limitations and provides a technical reference for the calibration and validation of stormwater models that lack rainfall runoff data.

摘要

城市暴雨的频率增加,受气候变化和城市化的影响,城市降雨径流过程也发生了变化,导致严重的城市内涝问题。在此背景下,有必要利用城市雨水模型准确分析和评估城市内涝风险。大多数研究都使用城市水文模型来评估洪水风险;然而,由于流量管道数据有限,模型的校准和验证较为困难。本研究应用 MIKE URBAN 模型在中国北京未来科学城建立了一个没有排水管道的排水系统模型,采用经验校准、公式验证和基于现场调查的验证三种方法对模型参数进行校准和验证。经验校准后,通过公式验证模拟值与实测值的相对误差在 25%以内。模拟的径流深度与基于现场调查的验证方法验证的现场调查结果一致,表明该模型在研究区域具有良好的适用性。然后,设计并模拟了不同重现期的降雨情景。模拟结果表明,对于 10 年重现期,北部和南部地区存在溢流水管段,北部地区的溢流水管段数量多于南部地区。对于 20 年重现期和 50 年重现期,北部地区溢流水管段和节点数量增加,而对于 100 年重现期,溢流水节点数量均增加。随着降雨重现期的增加,管网负荷增加,积水和内涝点和路段增加,区域内涝风险增加。南部地区容易发生内涝,因为管网密度高于北部地区,地形较低。本研究为类似数据库有限的地区建立雨水排水模型提供了参考,为缺乏降雨径流数据的雨水模型校准和验证提供了技术参考。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/cfe2/10002264/7a6c7925cedc/ijerph-20-04640-g001.jpg

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