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Effective Design and Planning Specification of Low Impact Development Practices Using Water Management Analysis Module (WMAM): Case of Malaysia

机译:使用水管理分析模块(WMAM)的低影响开发实践的有效设计和规划规范:马来西亚的案例

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Developers are increasingly looking for the best management practices to reduce the risk of floods in rapidly growing urban areas. Low impact development (LID) is regarded as one of the most suitable solutions for urban stormwater management and thus the U.S. EPA’s (Environmental Protection Agency) SWMM5.1 (Storm Water Management Model) added the hydrological simulation function for LID structures in 2009. However, SWMM5.1 cannot consider the optimal or best physical specifications of LID design and planning fitted to a study area, nor can it instantly derive the best combination for multiple LID designs and plans. Therefore, in this study, a web-based decision support system (DSS) for the EPA’s SWMM 5.1, referred to as the Water Management Analysis Module (WMAM) is used to decide the most effective specifications of design and planning parameters for LID structure. This study was carried out over an urban catchment of University Technology Malaysia campus located in Johor, Malaysia. The hydrologic cycles with and without LID were simulated using EPA SWMM5.1. The sensitivity analysis and multiple scenario analysis were performed using WMAM. As a result, the effective specification of LID design parameters indicates that peak flow is reduced to 20.95% and 17.5% for two sub-catchments, S1 (highest by area) and S6 (lowest by area) by installing an LID structure. Thus, this study provides a tool for the best solution for what values for physical parameters will be the best for a specified LID type and what capacities can achieve the particular objectives using WMAM.
机译:开发人员越来越多地寻求最佳管理实践,以减少快速增长的城市地区发生洪灾的风险。低影响开发(LID)被认为是城市雨水管理的最合适解决方案之一,因此,美国EPA(环境保护署)的SWMM5.1(风暴水管理模型)在2009年为LID结构增加了水文模拟功能。 ,SWMM5.1无法考虑适合研究区域的LID设计和规划的最佳或最佳物理规格,也无法立即得出多个LID设计和计划的最佳组合。因此,在这项研究中,针对EPA SWMM 5.1的基于网络的决策支持系统(DSS)(称为水管理分析模块(WMAM))用于确定LID结构的设计和规划参数的最有效规范。这项研究是在位于马来西亚柔佛州的马来西亚大学科技校园的一个城市集水区进行的。使用EPA SWMM5.1模拟有无LID的水文循环。使用WMAM进行敏感性分析和多情景分析。结果,LID设计参数的有效规范表明,通过安装LID结构,两个子集水口S1(面积最大)和S6(面积最小)的峰值流量降低到20.95%和17.5%。因此,本研究为最佳解决方案提供了一种工具,该解决方案针对哪些物理参数值对于指定的LID类型而言将是最佳的,以及使用WMAM可以实现特定目标的容量。

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