增强道路排水系统以应对极端暴雨:将高精度流量分配模块集成至SWMM代码的方法

文摘   科学   2024-11-17 13:42   北京  

本期介绍《国际灾害风险科学学报》(International Journal of Disaster Risk Science) 2024年第15卷发表的一篇论文,题目为“增强道路排水系统以应对极端暴雨:将高精度流量分配模块集成至SWMM代码的方法。该文通讯作者邵知宇教授来自中国重庆大学



Cite this article:

Ren, Y., Shao, Z., Zhang, Q. et al. Enhancing Road Drainage Systems for Extreme Storms: Integration of a High-Precision Flow Diversion Module into SWMM Code. Int J Disaster Risk Sci (2024). https://doi.org/10.1007/s13753-024-00594-2


增强道路排水系统以应对极端暴雨:将高精度流量分配模块集成至SWMM代码的方法


Yuting Ren, Zhiyu Shao, Qi Zhang, Wang Feng, Lei Xu, Huafeng Gong, Scott Yost, Lei Chen & Hongxiang Chai  


摘要:

城市道路网络在极端暴雨事件中作为地表洪水排放的通道,能够有效降低城市潜在的洪涝风险。然而,对这些洪水流量进行精确估算面临重大挑战。这一困难主要源于道路交叉口复杂的三维流场特性,而传统的一维模型(如暴雨径流管理模型(SWMM))无法精确捕捉这些流动特性。尽管二维和三维水力学模型可以更好地描述这些流动,但它们过于复杂且计算量巨大,因此效率较低。本研究通过将一个半经验性流量分配公式集成至SWMM的源代码中,试图解决这一问题。该半经验公式基于水力学实验和计算流体动力学(CFD)模拟推导而来,能够捕捉T型交叉口的水流动力学特征。研究将改进后的SWMM与实验数据、原始SWMM、二维水力学模型MIKE21以及三维CFD模型FLUENT进行了对比分析。结果表明,改进的SWMM在精度上与二维MIKE21模型相当,但计算时间显著减少。相比MIKE21,本研究的Nash-Sutcliffe效率系数(NSE)达到了0.9729,均方根误差(RMSE)为0.042,同时计算时间减少了99%。改进后的SWMM适用于实际规模的城市道路网络,为城市道路排水系统的计算提供了一种高精度且高效的工具,对于有效的暴雨管理至关重要。 


关键词:

极端暴雨;主要排水系统;道路交叉口;SWMM(暴雨径流管理模型);城市道路洪涝



Enhancing Road Drainage Systems for Extreme Storms: Integration of a High-Precision Flow Diversion Module into SWMM Code


Yuting Ren, Zhiyu Shao, Qi Zhang, Wang Feng, Lei Xu, Huafeng Gong, Scott Yost, Lei Chen & Hongxiang Chai   


Abstract:

Urban road networks function as surface passage for floodwater transport during extreme storm events to reduce potential risks in the city. However, precise estimation of these flow rates presents a significant challenge. This difficulty primarily stems from the intricate three-dimensional flow fields at road intersections, which the traditional one-dimensional models, such as Storm Water Management Model (SWMM), fail to precisely capture. The two-dimensional and three-dimensional hydraulic models are overly complex and computationally intensive and thus not particularly efficient. This study addresses these issues by integrating a semiempirical flow diversion formula into the SWMM source code. The semiempirical formula, derived from hydraulic experiments and computational fluid dynamics simulations, captures the flow dynamics at T-shaped intersections. The modified SWMM’s performance was evaluated against experimental data, and the original SWMM, the two-dimensional MIKE21, and the three-dimensional FLUENT models. The results indicate that the modified SWMM matches the precision of the two-dimensional MIKE21, while significantly reducing computational time. Compared to MIKE21, this study achieved a Nash-Sutcliffe efficiency of 0.9729 and a root mean square error of 0.042, with computational time reduced by 99%. The modified SWMM is suitable for real-sized urban road networks. It provides a high-precision tool for urban road drainage system computation that is crucial for effective stormwater management.


Keywords:

Extreme storms, Major drainage system, Road intersection, SWMM (Storm Water Management Model), Urban road fooding



文章链接:

https://link.springer.com/article/10.1007/s13753-024-00594-2‍




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International Journal of Disaster Risk Science《国际灾害风险科学学报》是由北京师范大学主办的英文学术期刊,由Springer开放获取出版,欢迎关注和投稿。
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