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Corrections

Correction

This article refers to:
Regional monthly runoff forecast in southern Canada using ANN, K-means, and L-moments techniques

Article title: Regional monthly runoff forecast in southern Canada using ANN, K-means, and L-moments techniques

Authors: Escalante-Sandoval, C. and Amores-Rovelo, L.

Journal: TCWR: Canadian Water Resources Journal/Revue canadienne des ressources hydriques

Bibliometrics: Volume 42, Number 03, pages 205-222

DOI: 10.1080/07011784.2017.1290552

When this article was first published, there were errors present in equation 2, figures 3, 4, 5, 6, 7 and 10, the caption to figure 8, as well as a few typographical errors.

Equation 2 and figures 3, 4, 5, 6, 7 and 10, the caption to figure 8, as well as the typographical errors have now been corrected in the online version of the journal and the correct versions are also reproduced below:

Equation 2: fK=1if K=1SKαKSK1if SK10, K>11if SK1=0, K>1

The typographical errors of minA and maxA have been changed to minA  and maxA throughout.

Figure 8 legend has been changed to, “L-moment relationships in a previous region ‘9’ with 9 sites”.

Figure 4. Locations of the hydrometric stations used in this study (Western Canada).

Figure 4. Locations of the hydrometric stations used in this study (Western Canada).

Figure 5. Locations of the hydrometric stations used in this study (Eastern Canada).

Figure 5. Locations of the hydrometric stations used in this study (Eastern Canada).

Figure 6. Final grouping obtained using the K-means technique (Western Canada).

Figure 6. Final grouping obtained using the K-means technique (Western Canada).

Figure 7. Final grouping obtained using the K-means technique (Eastern Canada).

Figure 7. Final grouping obtained using the K-means technique (Eastern Canada).

Figure 10. Location of the 11 homogeneous regions obtained using the L-moments technique.

Figure 10. Location of the 11 homogeneous regions obtained using the L-moments technique.

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