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Jul 23, 2020

Erratum for “Friction Modeling of Flood Flow Simulations” by Vasilis Bellos, Ioannis Nalbantis, and George Tsakiris

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Publication: 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
V=Vκln12e1.5Dz0
Eq. (32) for hydraulically rough flow is
1f=[0.88ln(3.41Dks)]
Consequently, Eq. (33) becomes
f=(64RD)a[0.75ln(RD5.37)]2(α1)b[0.88ln(3.41Dks)]2(a1)(1b)
Apart from errors in equations, the order of the values for the variable D/ks indicated on Fig. 6 should be reversed. Moreover, the symbol “ReD” used for the Reynolds number should be replaced with the symbol “RD.” Similarly, “Reh” should be replaced by “Rh” in Fig. 7.
Fig. 6. Comparison between the proposed relationship for pressure driven flows and experimental data from Nikuradse (1933).
Fig. 7. New friction equation for the free surface flow and for several h/ks ratios.
Finally, the values of parameters A, B, and C 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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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 146Issue 10October 2020

History

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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Postdoctoral Researcher, Laboratory of Reclamation Works and Water Resources Management, Centre for the Assessment of Natural Hazards and Proactive Planning, School of Rural and Surveying Engineering, National Technical Univ. of Athens, Athens 15780, Greece (corresponding author). ORCID: https://orcid.org/0000-0002-6739-3836. Email: [email protected]
Ioannis Nalbantis [email protected]
Associate Professor, Laboratory of Reclamation Works and Water Resources Management, Centre for the Assessment of Natural Hazards and Proactive Planning, School of Rural and Surveying Engineering, National Technical Univ. of Athens, Athens 15780, Greece. Email: [email protected]
George Tsakiris [email protected]
Professor, Laboratory of Reclamation Works and Water Resources Management, Centre for the Assessment of Natural Hazards and Proactive Planning, School of Rural and Surveying Engineering, National Technical Univ. of Athens, Athens 15780, Greece. Email: [email protected]

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