Benefit-cost analysis of a low-impact development design

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 - W...

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Published in:WATER PRACTICE AND TECHNOLOGY
Main Authors: Hidayah, Entin; Widiarti, W. Y.; Wiyono, R. U. A.; Dermawan, V.; Fadhilah, D.; Tahir, W.
Format: Article; Early Access
Language:English
Published: IWA PUBLISHING 2024
Subjects:
Online Access:https://www-webofscience-com.uitm.idm.oclc.org/wos/woscc/full-record/WOS:001153913500001
author Hidayah
Entin; Widiarti
W. Y.; Wiyono
R. U. A.; Dermawan
V.; Fadhilah
D.; Tahir, W.
spellingShingle Hidayah
Entin; Widiarti
W. Y.; Wiyono
R. U. A.; Dermawan
V.; Fadhilah
D.; Tahir, W.
Benefit-cost analysis of a low-impact development design
Water Resources
author_facet Hidayah
Entin; Widiarti
W. Y.; Wiyono
R. U. A.; Dermawan
V.; Fadhilah
D.; Tahir, W.
author_sort Hidayah
spelling Hidayah, Entin; Widiarti, W. Y.; Wiyono, R. U. A.; Dermawan, V.; Fadhilah, D.; Tahir, W.
Benefit-cost analysis of a low-impact development design
WATER PRACTICE AND TECHNOLOGY
English
Article; Early Access
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. HIGHLIGHTS center dot Scenario infiltration excels in reducing runoff, particularly in low rainfall conditions. center dot Scenario water storage with 20-mm rainfall depth offers the best cost-effectiveness, but sensitivity to costs and discount rate emphasized.
IWA PUBLISHING

1751-231X
2024


10.2166/wpt.2024.017
Water Resources
gold
WOS:001153913500001
https://www-webofscience-com.uitm.idm.oclc.org/wos/woscc/full-record/WOS:001153913500001
title Benefit-cost analysis of a low-impact development design
title_short Benefit-cost analysis of a low-impact development design
title_full Benefit-cost analysis of a low-impact development design
title_fullStr Benefit-cost analysis of a low-impact development design
title_full_unstemmed Benefit-cost analysis of a low-impact development design
title_sort Benefit-cost analysis of a low-impact development design
container_title WATER PRACTICE AND TECHNOLOGY
language English
format Article; Early Access
description 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. HIGHLIGHTS center dot Scenario infiltration excels in reducing runoff, particularly in low rainfall conditions. center dot Scenario water storage with 20-mm rainfall depth offers the best cost-effectiveness, but sensitivity to costs and discount rate emphasized.
publisher IWA PUBLISHING
issn
1751-231X
publishDate 2024
container_volume
container_issue
doi_str_mv 10.2166/wpt.2024.017
topic Water Resources
topic_facet Water Resources
accesstype gold
id WOS:001153913500001
url https://www-webofscience-com.uitm.idm.oclc.org/wos/woscc/full-record/WOS:001153913500001
record_format wos
collection Web of Science (WoS)
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