Approach to Confidence Interval Estimation for Curve Numbers

By R. McCuen. 2002

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A Sediment Graph Model Based on SCS-CN Method (2008, methodology): “Here, the conventional analysis for sensitivity similar to the work of McCuen and Snyder (1986) and Mishra and Singh (2003) is followed as discussed in the following section.”
Development of a Modified SMA Based MSCS-CN Model for Runoff Estimation (2015, background): “McCuen et al. (2006) stated that NSE is a very good criterion for assessing comparative performance of hydrologic models.”
Field Applicability of the SCS-CN-Based Mishra–Singh General Model and its Variants (2005, background): “Therefore, the use of annual extreme rainfall-runoff events in SCS-CN applications (SCS, 1971; McCuen, 2002 ) has”
Evaluation of the SCS-CN-Based Model Incorporating Antecedent Moisture (2004, background): “Thus, it is apparent that the CN-variability is primarily attributed to the antecedent moisture, and it has led to statistical (Hjelmfelt, 1980; Hawkins, 1993, 1996; Bonta, 1997; McCuen, 2002) and stochastic (Hjelmfelt, 1982; McCuen, 2002; and Bhunya et al., 2003) considerations of the curve numbe”