Errata for “Mathematical Formulations of NRCS Design Storms” by David C. Froehlich
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VIEW THE CORRECTED ARTICLEPublication: Journal of Irrigation and Drainage Engineering
Volume 136, Issue 9
Correct coefficients that correspond to the model given in Eq. (3) and that were used to create all graphs and other information, are provided in Table 1 below, which should replace Table 1 in the paper. Additionally, Eq. (4) should appear as follows:Table 1. Optimal Rainfall Intensity Equation Coefficients and Time-to-Peak Intensity Ratios for NRCS Design Storms
(4)
| Optimal coefficientsand time-to-peak ratio | Units | NRCS storm type | |||
|---|---|---|---|---|---|
| Type 1 | Type 1A | Type 2 | Type 3 | ||
| — | 22.408 | 4.553 | 39.261 | 25.253 | |
| — | 0.460 | 0.624 | 0.311 | 0.268 | |
| — | 0.0877 | 0.162 | 0.0522 | 0.106 | |
| 0.224 | 0.181 | 0.264 | 0.252 | ||
| 4.258 | 0.543 | 4.098 | 3.083 | ||
| — | 0.410 | 0.306 | 0.493 | 0.500 | |
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Information
Published In
Journal of Irrigation and Drainage Engineering
Volume 136 • Issue 9 • September 2010
Pages: 675
Copyright
© 2010 ASCE.
History
Received: Jul 3, 2009
Accepted: Apr 16, 2010
Published online: Aug 13, 2010
Published in print: Sep 2010
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