Assessing the Impact of Modified Initial Abstraction Ratios and Slope Adjusted Curve Number on Runoff Prediction in the Watersheds of Sulaimani Province.

A popular way for describing the link between storm rainfall depth and direct runoff is the curve number (CN) method. It is a straightforward approach that has been extensively studied and widely adopted. However, there has been less focus on the impact of slope and the initial abstraction ratio, w...

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Main Authors: Farhan Ahmad Abdulrahman, Tarq Hama Karim
Format: Article
Language:English
Published: Sulaimani Polytechnic University 2024-06-01
Series:Kurdistan Journal of Applied Research
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Online Access:https://kjar.spu.edu.iq/index.php/kjar/article/view/927
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author Farhan Ahmad Abdulrahman
Tarq Hama Karim
author_facet Farhan Ahmad Abdulrahman
Tarq Hama Karim
author_sort Farhan Ahmad Abdulrahman
collection DOAJ
description A popular way for describing the link between storm rainfall depth and direct runoff is the curve number (CN) method. It is a straightforward approach that has been extensively studied and widely adopted. However, there has been less focus on the impact of slope and the initial abstraction ratio, which is a crucial factor for accurately estimating direct runoff when utilizing the soil conservation service- Curve Number (SCS-CN) method. The initial abstraction ratio is typically assumed to be 0.20, as initially proposed by the method's developers. In this study, we analyzed daily rainfall data from seventeen watersheds in different physiographic locations in the Kurdistan region of Iraq, recorded between 2022 and 2023. Our aim was to assess the effect of slope adjusted curve number and modified the initial abstraction ratio (0.1) on estimation of direct runoff. The results demonstrated that adjusting the CN for slope and using a modified initial abstraction ratio increased the estimated runoff compared to the original method (without adjustment for slope and initial abstraction ratio=0.2). Therefore, when applying the SCS-CN method, it is crucial to correct the CN for slope in steeper areas and consider the initial abstraction ratio rather than relying on the suggested value of 0.2. this study highlights the importance of considering local conditions and estimating the initial abstraction ratio based on specific watershed characteristics to enhance the accuracy of direct runoff estimation using the CN method.
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publishDate 2024-06-01
publisher Sulaimani Polytechnic University
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series Kurdistan Journal of Applied Research
spelling doaj-art-af050b8e92ca4a65bdb5ca9740e9bd192025-02-09T20:59:33ZengSulaimani Polytechnic UniversityKurdistan Journal of Applied Research2411-76842411-77062024-06-019110.24017/science.2024.1.7Assessing the Impact of Modified Initial Abstraction Ratios and Slope Adjusted Curve Number on Runoff Prediction in the Watersheds of Sulaimani Province.Farhan Ahmad Abdulrahman0https://orcid.org/0000-0001-8946-2225Tarq Hama Karim1https://orcid.org/0000-0001-5743-4406Department of Soil and Water, College of Agricultural Engineering Sciences, Salahaddin University, Erbil, IraqDepartment of Survey and Geomatics Engineering, Faculty of Engineering, Tishk International University-Erbil, Erbil, Iraq A popular way for describing the link between storm rainfall depth and direct runoff is the curve number (CN) method. It is a straightforward approach that has been extensively studied and widely adopted. However, there has been less focus on the impact of slope and the initial abstraction ratio, which is a crucial factor for accurately estimating direct runoff when utilizing the soil conservation service- Curve Number (SCS-CN) method. The initial abstraction ratio is typically assumed to be 0.20, as initially proposed by the method's developers. In this study, we analyzed daily rainfall data from seventeen watersheds in different physiographic locations in the Kurdistan region of Iraq, recorded between 2022 and 2023. Our aim was to assess the effect of slope adjusted curve number and modified the initial abstraction ratio (0.1) on estimation of direct runoff. The results demonstrated that adjusting the CN for slope and using a modified initial abstraction ratio increased the estimated runoff compared to the original method (without adjustment for slope and initial abstraction ratio=0.2). Therefore, when applying the SCS-CN method, it is crucial to correct the CN for slope in steeper areas and consider the initial abstraction ratio rather than relying on the suggested value of 0.2. this study highlights the importance of considering local conditions and estimating the initial abstraction ratio based on specific watershed characteristics to enhance the accuracy of direct runoff estimation using the CN method. https://kjar.spu.edu.iq/index.php/kjar/article/view/927Runoff estimationSCS-CN methodSlope adjusted CNInitial abstraction ratioSulaimani watersheds
spellingShingle Farhan Ahmad Abdulrahman
Tarq Hama Karim
Assessing the Impact of Modified Initial Abstraction Ratios and Slope Adjusted Curve Number on Runoff Prediction in the Watersheds of Sulaimani Province.
Kurdistan Journal of Applied Research
Runoff estimation
SCS-CN method
Slope adjusted CN
Initial abstraction ratio
Sulaimani watersheds
title Assessing the Impact of Modified Initial Abstraction Ratios and Slope Adjusted Curve Number on Runoff Prediction in the Watersheds of Sulaimani Province.
title_full Assessing the Impact of Modified Initial Abstraction Ratios and Slope Adjusted Curve Number on Runoff Prediction in the Watersheds of Sulaimani Province.
title_fullStr Assessing the Impact of Modified Initial Abstraction Ratios and Slope Adjusted Curve Number on Runoff Prediction in the Watersheds of Sulaimani Province.
title_full_unstemmed Assessing the Impact of Modified Initial Abstraction Ratios and Slope Adjusted Curve Number on Runoff Prediction in the Watersheds of Sulaimani Province.
title_short Assessing the Impact of Modified Initial Abstraction Ratios and Slope Adjusted Curve Number on Runoff Prediction in the Watersheds of Sulaimani Province.
title_sort assessing the impact of modified initial abstraction ratios and slope adjusted curve number on runoff prediction in the watersheds of sulaimani province
topic Runoff estimation
SCS-CN method
Slope adjusted CN
Initial abstraction ratio
Sulaimani watersheds
url https://kjar.spu.edu.iq/index.php/kjar/article/view/927
work_keys_str_mv AT farhanahmadabdulrahman assessingtheimpactofmodifiedinitialabstractionratiosandslopeadjustedcurvenumberonrunoffpredictioninthewatershedsofsulaimaniprovince
AT tarqhamakarim assessingtheimpactofmodifiedinitialabstractionratiosandslopeadjustedcurvenumberonrunoffpredictioninthewatershedsofsulaimaniprovince