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Estimation of rainfall-induced surface runoff for the Assam region, India, using the GIS-based NRCS-CN method

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  • Laxmi Gupta
  • Jagabandhu Dixit

Abstract

The NRCS-CN method, integrated with GIS and remote sensing, can be used for estimating curve numbers (CN) and surface runoff in geohydrological systems. The study area is divided into 63 sub-basins, and the land use land cover (LULC)-hydrologic soil group (HSG) complex is identified for each sub-basin. The CN values for three antecedent soil moisture (AMC) conditions are calculated and corrected for surface slope variations. The surface runoff depth is determined using the rainfall data for 16 years (2005–2020). The average runoff depth and mean annual precipitation ranges from 444.50 to 1960.55 mm and 936.99 to 3520.55 mm, respectively. For all sub-basins, strong correlations between runoff depth and rainfall (R2 ≥ 0.8) as well as between simulated runoff and measured runoff (R2 ≥ 0.8) are observed. The Nash–Sutcliffe model efficiency coefficient (NSE) values suggest that the model's efficiency is good to satisfactory.

Suggested Citation

  • Laxmi Gupta & Jagabandhu Dixit, 2022. "Estimation of rainfall-induced surface runoff for the Assam region, India, using the GIS-based NRCS-CN method," Journal of Maps, Taylor & Francis Journals, vol. 18(2), pages 428-440, December.
  • Handle: RePEc:taf:tjomxx:v:18:y:2022:i:2:p:428-440
    DOI: 10.1080/17445647.2022.2076624
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    Cited by:

    1. Saumya Arya & Arun Kumar, 2023. "AHP GIS-aided flood hazard mapping and surface runoff estimation in Gurugram, India," Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, Springer;International Society for the Prevention and Mitigation of Natural Hazards, vol. 117(3), pages 2963-2987, July.

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