Erratum for “Regional Statistical Models for the Estimation of Flood Peak Values at Ungauged Catchments: Peninsular Malaysia” by Abdullah A. Mamun, Alias Hashim, and Zalin Amir
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VIEW THE CORRECTED ARTICLEPublication: Journal of Hydrologic Engineering
Volume 18, Issue 10
A composition problem caused the last row of Table 2 to be omitted from the published version of the article. The correct version of Table 2 appears in this erratum. ASCE regrets this error.
| Return period (year) | Reduced variate | Region F1 | Region F2 | Region F3 | Region F4 | Region F5 | ||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Lower limit | Mean | Upper limit | Lower limit | Mean | Upper limit | Lower limit | Mean | Upper limit | Lower limit | Mean | Upper limit | Lower limit | Mean | Upper limit | ||
| 2 | 0.37 | 0.87 | 0.94 | 1.01 | 0.65 | 0.82 | 0.94 | 0.70 | 0.89 | 1.02 | 0.79 | 0.98 | 1.17 | 0.75 | 0.90 | 0.98 |
| 5 | 1.50 | 1.14 | 1.21 | 1.27 | 1.09 | 1.30 | 1.44 | 1.05 | 1.28 | 1.41 | 1.03 | 1.22 | 1.43 | 1.17 | 1.34 | 1.45 |
| 10 | 2.25 | 1.28 | 1.38 | 1.45 | 1.50 | 1.72 | 1.85 | 1.32 | 1.57 | 1.70 | 1.17 | 1.37 | 1.57 | 1.52 | 1.68 | 1.79 |
| 20 | 2.97 | 1.41 | 1.53 | 1.61 | 1.86 | 2.16 | 2.43 | 1.58 | 1.88 | 2.05 | 1.29 | 1.49 | 1.71 | 1.86 | 2.04 | 2.17 |
| 25 | 3.26 | 1.45 | 1.59 | 1.67 | 2.05 | 2.38 | 2.71 | 1.69 | 2.01 | 2.15 | 1.33 | 1.53 | 1.75 | 2.03 | 2.21 | 2.30 |
| 50 | 3.88 | 1.54 | 1.72 | 1.87 | 2.48 | 2.97 | 3.40 | 2.01 | 2.34 | 2.49 | 1.43 | 1.65 | 1.89 | 2.38 | 2.60 | 2.75 |
| 100 | 4.60 | 1.64 | 1.86 | 2.09 | 3.20 | 3.69 | 4.50 | 2.33 | 2.75 | 2.89 | 1.49 | 1.75 | 2.01 | 2.75 | 3.08 | 3.29 |
| Return period (year) | Reduced variate | Region F6 | Region F7 | Region F8 | Region F9 | Region F10 | ||||||||||
| Lower limit | Mean | Upper limit | Lower limit | Mean | Upper limit | Lower limit | Mean | Upper limit | Lower limit | Mean | Upper limit | Lower limit | Mean | Upper limit | ||
| 2 | 0.37 | 0.71 | 0.93 | 1.07 | 0.40 | 0.70 | 0.89 | 0.85 | 1.02 | 1.12 | 0.79 | 0.99 | 1.15 | 0.67 | 0.87 | 0.98 |
| 5 | 1.50 | 1.21 | 1.41 | 1.55 | 0.96 | 1.29 | 1.50 | 1.23 | 1.44 | 1.52 | 1.15 | 1.35 | 1.53 | 1.13 | 1.40 | 1.51 |
| 10 | 2.25 | 1.52 | 1.72 | 1.86 | 1.50 | 1.87 | 2.06 | 1.48 | 1.71 | 1.80 | 1.38 | 1.57 | 1.78 | 1.48 | 1.80 | 1.92 |
| 20 | 2.97 | 1.82 | 2.03 | 2.19 | 2.14 | 2.65 | 3.00 | 1.70 | 1.95 | 2.06 | 1.58 | 1.77 | 2.01 | 1.83 | 2.23 | 2.39 |
| 25 | 3.22 | 1.92 | 2.13 | 2.29 | 2.40 | 2.97 | 3.28 | 1.78 | 2.02 | 2.18 | 1.65 | 1.83 | 2.08 | 1.99 | 2.38 | 2.55 |
| 50 | 3.90 | 2.19 | 2.44 | 2.64 | 3.20 | 4.07 | 4.49 | 1.95 | 2.26 | 2.43 | 1.80 | 2.01 | 2.29 | 2.35 | 2.87 | 3.08 |
| 100 | 4.60 | 2.49 | 2.76 | 3.01 | 4.29 | 5.54 | 6.04 | 2.18 | 2.49 | 2.73 | 1.90 | 2.19 | 2.49 | 2.85 | 3.44 | 3.66 |
Information & Authors
Information
Published In
Journal of Hydrologic Engineering
Volume 18 • Issue 10 • October 2013
Pages: 1377
Copyright
© 2013 American Society of Civil Engineers.
History
Received: Feb 25, 2013
Accepted: Feb 25, 2013
Published online: Sep 16, 2013
Published in print: Oct 1, 2013
Discussion open until: Feb 16, 2014
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