Erratum for “Friction Modeling of Flood Flow Simulations” by Vasilis Bellos, Ioannis Nalbantis, and George Tsakiris
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VIEW THE CORRECTED ARTICLEPublication: Journal of Hydraulic Engineering
Volume 146, Issue 10
The following corrections shall be noted to the Appendix. Specifically, the correct form of Eq. (20) is
Eq. (32) for hydraulically rough flow is
Consequently, Eq. (33) becomes
Apart from errors in equations, the order of the values for the variable indicated on Fig. 6 should be reversed. Moreover, the symbol “” used for the Reynolds number should be replaced with the symbol “.” Similarly, “” should be replaced by “” in Fig. 7.
Finally, the values of parameters , , and for the “Silt” category at Table 1 are respectively equal to 1.962, 921.3, and 0.144, instead of 3.355, 58,328.9, and 0.169. The related Nash-Sutcliffe coefficient (NSE) is 0.99 instead of 0.54. The corresponding value for Manning coefficient is 0.0111 instead of 0.0061, with NSE equal to 0.82 instead of 0.45.
Acknowledgments
Acknowledgements are expressed to Dr. Sven Hoche for identifying the mistake in the equation for friction factor of hydraulically rough flow and kindly notifying the authors of the paper.
References
Nikuradse, J. 1933. Stromungsgesetze in rauhen Rohren. Forschung auf dem Gebiete des Ingenieurwesens. [In German.] Berlin: VDI Verlag.
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© 2020 American Society of Civil Engineers.
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Received: Apr 9, 2020
Accepted: May 11, 2020
Published online: Jul 23, 2020
Published in print: Oct 1, 2020
Discussion open until: Dec 23, 2020
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