利用 SWMM 进行城市路边洪水分析:尼泊尔博卡拉大都市路段案例研究

Aavas Jung Shahi, Madan Pokhrel, Shankar Lamichhane
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引用次数: 0

摘要

尼泊尔博卡拉市在四个月的季风期间降雨量很大,给排水基础设施造成压力。糟糕的排水系统、无效的城市规划和快速的城市化加剧了这种状况。本研究旨在为博克拉市 Barahi Chowk 地区的城市路边洪水制定缓解策略。重点是找出城市路边洪水反复出现的原因和潜在的解决方案。为此,该研究利用雨水管理模型 (SWMM) 计算机建模,分析现有排水系统在峰值流量时的水力容量。SWMM 模型显示,目前排水系统在高峰期的使用率在 80% 到 100% 之间,从而导致洪水泛滥。因此,建议利用 SWMM 模型调整或扩大各排水段的大小。该研究引入了低影响开发(LID)控制措施,如雨水花园和透水路面,以管理地表径流。在每个子集水区仅 3% 的不透水面积上实施雨水花园,可使峰值径流平均减少 21.5%,总径流平均减少 6.68%,而在每个子集水区实施 5% 的透水路面,可使峰值径流减少 22-26%,总径流减少 8-11%。这项研究探讨了土地利用和土地覆被变化以及无规划的城市发展对路边洪水的影响,这些变化导致不透水的城市路面扰乱了自然排水系统和渗透模式。因此,决策者和利益相关者应认真考虑本研究的成果,通过可持续的城市规划和基础设施发展来解决问题。此外,在研究期间,实施调整排水沟大小和 LID 控制等措施似乎能有效控制洪水,今后的研究也应考虑这些措施。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Urban Roadside Flooding Analysis Using SWMM: A Case Study of a Road Section in Pokhara Metropolitan City, Nepal
Pokhara City, in Nepal, experiences heavy rainfall during four months of monsoon, causing stress on drainage infrastructures. This situation is exacerbated by poor drainage systems, ineffective urban planning, and rapid urbanization. This study aims to develop mitigation strategies for urban roadside flooding in the Barahi Chowk region in Pokhara City. The focus is to identify the causes and potential solutions for the recurring issue of urban roadside flooding. For this purpose, the study utilizes Storm Water Management Model (SWMM) computer modeling to analyze the hydraulic capacity of existing drainage systems during peak flows. The SWMM modeling reveals that the current drainage usage is between 80% and 100% during peak times, leading to flooding. Consequently, resizing or expanding various drainage sections using SWMM modeling is suggested. The study introduces Low Impact Development (LID) controls, such as rain gardens and permeable pavements, to manage surface runoff. Implementing rain gardens on just 3% of the impervious area in each sub-catchment showed an average 21.5% reduction in peak runoff and an average 6.68% reduction in the total runoff while implementing 5% in each sub-catchment, permeable pavements reduced peak runoff by 22-26% and total runoff by 8-11%. The research explores the impact of land use and land cover change and unplanned urban growth on roadside flooding, resulting in impermeable urban surfaces that disturb the natural drainage system and infiltration pattern. Thus, the outcomes of this study should be carefully considered by policymakers and stakeholders to address issues through sustainable urban planning and infrastructure development. Also, implementing measures like resizing drains and LID controls appears to be effective in controlling flooding during the study period and should be considered for future studies as well.
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