Benefit–cost analysis of a low-impact development design

Author:

Hidayah Entin1ORCID,Widiarti Wiwik Yunarni1,Wiyono Retno Utami Agung1,Dermawan Very2,Fadhilah Dea1,Tahir Wardah3

Affiliation:

1. a Department of Civil Engineering, Jember University, Jember 68121, Indonesia

2. b Department of Water Resources Engineering, Brawijaya University, Malang 65145, Indonesia

3. c School of Civil Engineering, Universiti Teknologi Mara, Shah Alam Selangor 40450, Malaysia

Abstract

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 Storm Water Management Model (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.

Funder

Universitas Jember

Publisher

IWA Publishing

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