Sources of uncertainty in the NRCS CN model: Recognition and solutions

Author:

Durán-Barroso Pablo1ORCID,González Javier2,Valdés Juan B.3

Affiliation:

1. School of Technology, Department of Construction; University of Extremadura; Cáceres Spain

2. Civil Engineering Department; University of Castilla La Mancha; Ciudad Real Spain

3. Hydrology and Water Resources Department; University of Arizona; Tucson AZ USA

Publisher

Wiley

Subject

Water Science and Technology

Reference36 articles.

1. A comparison of curve number based methods for runoff estimation from small watersheds in a semi-arid region of India;Ali;Hydrology Research,2008

2. Technical note: Determination of the SCS initial abstraction ratio in an experimental watershed in Greece;Baltas;Hydrology and Earth System Sciences,2007

3. Curve number estimation for a small urban catchment from recorded rainfall-runoff events;Banasik;Archives of Environmental Protection,2014

4. Curve numbers for two agro-forested watersheds;Banasik;World Environmental and Water Resources Congress,2014

5. Beyond the SCS-CN method: A theoretical framework for spatially lumped rainfall-runoff response;Bartlett;Water Resources Research,2016

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