Evaluation of the SCS-CN-Based Model Incorporating Antecedent Moisture

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Development of a Modified SMA Based MSCS-CN Model for Runoff Estimation (2015, methodology): “Therefore, in this study, a well-tested procedure as suggested by Mishra et al. (2006b) has been used for V0 and Sa computations as follows.”
An advanced soil moisture accounting procedure for SCS curve number method (2007, background): “…Hjelmfelt, 1991; Hawkins, 1993; Steenhuis et al., 1995; Ponce and Hawkins, 1996; Bonta, 1997; Yu, 1998; Mishra and Singh, 1999, 2002a,b,c, 2003a,b; Choi et al., 2002; De Michele and Salvadori, 2002; Muzik, 2002; Mishra et al., 1999, 2004, 2006; Michel et al., 2005; Schneider and McCuen, 2005).”
An Improved IaS Relation Incorporating Antecedent Moisture in SCS-CN Methodology (2006, methodology): “The method accounts for major runoff producing watershed characteristics, viz., soil type, land use/treatment, surface condition and antecedent moisture condition (Ponce and Hawkins, 1996; Mishra and Singh, 2003; Mishra et al., 2004, 2005).”
Improvement of SCS-CN Initial Abstraction Coefficient in the Czech Republic: A Study of Five Catchments (2020, methodology): “[42], who introduced an improved SMA-based SCS-CN model.”