Runoff estimation using the SCS-CN method and GIS: a case study in the Wuseta watershed, upper blue Nile Basin, Ethiopia

Excessive runoff in floodplain areas, intensified by climate change and urbanization, poses a significant challenge, particularly during the rainy season. Accurate estimation of rainfall-induced runoff is crucial for effective watershed management and sustainable water resource utilization. This study applies the Soil Conservation Service-Curve Number (SCS-CN) method, integrated with Geographic Information Systems (GIS), to estimate runoff in the Wuseta Watershed, Upper Blue Nile Basin, Ethiopia. The SCS-CN method’s simplicity and reliability make it an effective tool for assessing runoff dynamics. Various datasets including rainfall, land use/land cover, soil characteristics, and Hydrologic Soil Group (HSG) data were utilized, with Antecedent Moisture Conditions (AMC) incorporated to capture runoff variability. Weighted Curve Numbers (C.N.) were computed for dry, normal, and wet conditions over a 20-year period, revealing significant runoff variability. The highest annual rainfall of 1,458.00 mm occurred in 2009, while the lowest (1,256.21 mm) was recorded in 2005, with an average of 1,358.84 mm. Correspondingly, peak runoff reached 458.6 mm in 2009, while the lowest was 261.43 mm in 2015. Over the study period, total rainfall amounted to 28,487.79 mm, generating 7,364.59 mm of runoff, accounting for 25.90% of total precipitation. The average runoff depth was 358.76 mm, exhibiting a strong correlation with rainfall (R2 = 0.81). Flood frequency analysis using the Gumbel method indicated an increasing trend in peak discharge with return periods, ranging from 11.35 m3/s for a 5-year return period to 19.90 m3/s for a 100-year return period. These findings are essential for flood risk management, watershed planning, and the development of effective flood mitigation strategies. This study underscores the importance of accurate runoff estimation and rainfall-runoff analysis for sustainable water resource management and flood risk reduction.

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Publication Details

Journal
Discover Water
Published
2025-04-24
DOI
https://doi.org/10.1007/s43832-025-00216-y
Citations
3
Primary Topic
Hydrology and Watershed Management Studies
Type
article
Field-Weighted Citation Impact
2.45

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article

Runoff estimation using the SCS-CN method and GIS: a case study in the Wuseta watershed, upper blue Nile Basin, Ethiopia

Arega Mulu, Yoseph Buta Hailu, Ayele Almaw Fenta, Taye Minichil Meshesha et al.
3 citations
Discover Water
Hydrology and Watershed Management Studies
2.45
article

Runoff estimation using the SCS-CN method and GIS: a case study in the Wuseta watershed, upper blue Nile Basin, Ethiopia

Arega Mulu, Yoseph Buta Hailu, Ayele Almaw Fenta, Taye Minichil Meshesha, Samuel Berihun Kassa, Mindesilew Lakew Wossene
article en
3 citations

Abstract

Excessive runoff in floodplain areas, intensified by climate change and urbanization, poses a significant challenge, particularly during the rainy season. Accurate estimation of rainfall-induced runoff is crucial for effective watershed management and sustainable water resource utilization. This study applies the Soil Conservation Service-Curve Number (SCS-CN) method, integrated with Geographic Information Systems (GIS), to estimate runoff in the Wuseta Watershed, Upper Blue Nile Basin, Ethiopia. The SCS-CN method’s simplicity and reliability make it an effective tool for assessing runoff dynamics. Various datasets including rainfall, land use/land cover, soil characteristics, and Hydrologic Soil Group (HSG) data were utilized, with Antecedent Moisture Conditions (AMC) incorporated to capture runoff variability. Weighted Curve Numbers (C.N.) were computed for dry, normal, and wet conditions over a 20-year period, revealing significant runoff variability. The highest annual rainfall of 1,458.00 mm occurred in 2009, while the lowest (1,256.21 mm) was recorded in 2005, with an average of 1,358.84 mm. Correspondingly, peak runoff reached 458.6 mm in 2009, while the lowest was 261.43 mm in 2015. Over the study period, total rainfall amounted to 28,487.79 mm, generating 7,364.59 mm of runoff, accounting for 25.90% of total precipitation. The average runoff depth was 358.76 mm, exhibiting a strong correlation with rainfall (R2 = 0.81). Flood frequency analysis using the Gumbel method indicated an increasing trend in peak discharge with return periods, ranging from 11.35 m3/s for a 5-year return period to 19.90 m3/s for a 100-year return period. These findings are essential for flood risk management, watershed planning, and the development of effective flood mitigation strategies. This study underscores the importance of accurate runoff estimation and rainfall-runoff analysis for sustainable water resource management and flood risk reduction.

Discover WaterVol. 5(1)
Environmental and Water Resources Engineering (IL), Tottori University (JP), Debre Markos University (ET)
Debre Markos University
Climate action
Openalex Percentile: Top 12%
Hydrology and Watershed Management Studies
2.45
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