The revised Curve Number rainfall–runoff methodology for an improved runoff prediction

The Curve Number (CN) rainfall–runoff model is a widely used method for estimating the amount of rainfall and runoff, but its accuracy in predicting runoff has been questioned globally due to its failure to produce precise predictions. The model was developed by the United States Department of Agric...

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Main Authors: Lee, Kenneth Kai Fong, Ling, Lloyd, Yusop, Zulkifli
Format: Article
Language:English
Published: MDPI 2023
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Online Access:http://eprints.utm.my/107537/1/ZulkifliYusop2023_TheRevisedCurveNumberRainfallRunoff.pdf
http://eprints.utm.my/107537/
http://dx.doi.org/10.3390/w15030491
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Institution: Universiti Teknologi Malaysia
Language: English
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spelling my.utm.1075372024-09-23T04:46:42Z http://eprints.utm.my/107537/ The revised Curve Number rainfall–runoff methodology for an improved runoff prediction Lee, Kenneth Kai Fong Ling, Lloyd Yusop, Zulkifli TA Engineering (General). Civil engineering (General) The Curve Number (CN) rainfall–runoff model is a widely used method for estimating the amount of rainfall and runoff, but its accuracy in predicting runoff has been questioned globally due to its failure to produce precise predictions. The model was developed by the United States Department of Agriculture (USDA) and Soil Conservation Services (SCS) in 1954, but the data and documentation about its development are incomplete, making it difficult to reassess its validity. The model was originally developed using a 1954 dataset plotted by the USDA on a log–log scale graph, with a proposed linear correlation between its two key variables (Ia and S), given by Ia = 0.2S. However, instead of using the antilog equation in the power form (Ia = S0.2) for simplification, the Ia = 0.2S correlation was used to formulate the current SCS-CN rainfall–runoff model. To date, researchers have not challenged this potential oversight. This study reevaluated the CN model by testing its reliability and performance using data from Malaysia, China, and Greece. The results of this study showed that the CN runoff model can be formulated and improved by using a power correlation in the form of Ia = Sλ. Nash–Sutcliffe model efficiency (E) indexes ranged from 0.786 to 0.919, while Kling–Gupta Efficiency (KGE) indexes ranged from 0.739 to 0.956. The Ia to S ratios (Ia/S) from this study were in the range of [0.009, 0.171], which is in line with worldwide results that have reported that the ratio is mostly 5% or lower and nowhere near the value of 0.2 (20%) originally suggested by the SCS. MDPI 2023 Article PeerReviewed application/pdf en http://eprints.utm.my/107537/1/ZulkifliYusop2023_TheRevisedCurveNumberRainfallRunoff.pdf Lee, Kenneth Kai Fong and Ling, Lloyd and Yusop, Zulkifli (2023) The revised Curve Number rainfall–runoff methodology for an improved runoff prediction. Water, 15 (3). pp. 1-18. ISSN 2073-4441 http://dx.doi.org/10.3390/w15030491 DOI:10.3390/w15030491
institution Universiti Teknologi Malaysia
building UTM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Malaysia
content_source UTM Institutional Repository
url_provider http://eprints.utm.my/
language English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Lee, Kenneth Kai Fong
Ling, Lloyd
Yusop, Zulkifli
The revised Curve Number rainfall–runoff methodology for an improved runoff prediction
description The Curve Number (CN) rainfall–runoff model is a widely used method for estimating the amount of rainfall and runoff, but its accuracy in predicting runoff has been questioned globally due to its failure to produce precise predictions. The model was developed by the United States Department of Agriculture (USDA) and Soil Conservation Services (SCS) in 1954, but the data and documentation about its development are incomplete, making it difficult to reassess its validity. The model was originally developed using a 1954 dataset plotted by the USDA on a log–log scale graph, with a proposed linear correlation between its two key variables (Ia and S), given by Ia = 0.2S. However, instead of using the antilog equation in the power form (Ia = S0.2) for simplification, the Ia = 0.2S correlation was used to formulate the current SCS-CN rainfall–runoff model. To date, researchers have not challenged this potential oversight. This study reevaluated the CN model by testing its reliability and performance using data from Malaysia, China, and Greece. The results of this study showed that the CN runoff model can be formulated and improved by using a power correlation in the form of Ia = Sλ. Nash–Sutcliffe model efficiency (E) indexes ranged from 0.786 to 0.919, while Kling–Gupta Efficiency (KGE) indexes ranged from 0.739 to 0.956. The Ia to S ratios (Ia/S) from this study were in the range of [0.009, 0.171], which is in line with worldwide results that have reported that the ratio is mostly 5% or lower and nowhere near the value of 0.2 (20%) originally suggested by the SCS.
format Article
author Lee, Kenneth Kai Fong
Ling, Lloyd
Yusop, Zulkifli
author_facet Lee, Kenneth Kai Fong
Ling, Lloyd
Yusop, Zulkifli
author_sort Lee, Kenneth Kai Fong
title The revised Curve Number rainfall–runoff methodology for an improved runoff prediction
title_short The revised Curve Number rainfall–runoff methodology for an improved runoff prediction
title_full The revised Curve Number rainfall–runoff methodology for an improved runoff prediction
title_fullStr The revised Curve Number rainfall–runoff methodology for an improved runoff prediction
title_full_unstemmed The revised Curve Number rainfall–runoff methodology for an improved runoff prediction
title_sort revised curve number rainfall–runoff methodology for an improved runoff prediction
publisher MDPI
publishDate 2023
url http://eprints.utm.my/107537/1/ZulkifliYusop2023_TheRevisedCurveNumberRainfallRunoff.pdf
http://eprints.utm.my/107537/
http://dx.doi.org/10.3390/w15030491
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