Benefit–cost analysis of a low-impact development design

E. Hidayah, W. Widiarti, R. U. A. Wiyono, V. Dermawan, D. Fadhilah, W. Tahir
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Abstract

The urban development increase in the built-up areas leads to more impervious areas with the consequence of larger runoff. Undeniably, this excess water has many benefits. Low-impact development (LID) is one of the innovations to conserve wasted runoff water. The two LID scenarios (water storage – WS; infiltration – I) under different rainfall depths (20, 25, 30, 35 mm) are assessed using SWMM and analyzed based on their benefit–cost. This study aims to evaluate the hydrological performance and the benefit–cost ratio to identify the optimal LID design. The benefit calculation is not only projected by runoff reduction aspects, but also the other opportunities aspects. Based on the hydrological performance, scenario I shows a higher runoff reduction performance than scenario WS. Based on the benefits aspects studied, scenario I provides greater benefits with more cost than the WS scenario. Rainfall depth influenced the life cycle cost with 20-mm WS scenario experiencing faster payback period than other scenarios.
低影响开发设计的效益成本分析
城市建成区的发展导致更多的不透水区域,从而产生更多的径流。不可否认,这些多余的水有很多好处。低影响开发(LID)是节约浪费的径流水的创新方法之一。利用 SWMM 评估了不同降雨深度(20、25、30 和 35 毫米)下的两种低影响开发方案(蓄水 - WS;渗透 - I),并根据其效益成本进行了分析。本研究旨在评估水文性能和效益成本比,以确定最佳的 LID 设计。效益计算不仅从减少径流方面进行预测,还考虑了其他机会方面。从水文性能来看,方案 I 的径流减少性能高于方案 WS。从研究的效益方面来看,方案 I 比 WS 方案以更高的成本提供了更大的效益。降雨深度影响了生命周期成本,20 毫米 WS 方案的投资回收期快于其他方案。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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