errata for “approximation of turbulent wall shear stresses in highly transient pipe flows” by...

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ERRATA Errata for “Approximation of Turbulent Wall Shear Stresses in Highly Transient Pipe Flows” by Alan E. Vardy and Jim M. B. Brown November 2007, Vol. 133, No. 11, pp. 1219–1228. DOI: 10.1061/ASCE0733–94292007133:111219 Alan E. Vardy Research Professor, Civil Engineering Division, Univ. of Dundee, Dundee DD1 4HN, U.K. E-mail: [email protected] Jim M. B. Brown Research Fellow, Civil Engineering Division, Univ. of Dundee, Nether- gate, Dundee DD1 4HN, U.K. corresponding author. E-mail: [email protected] The authors regret that the coefficients presented for Eq. 17 in the original paper are incorrect. The correct coefficients are: a 20 = -1.4904 10 +1 a 21 = 3.5700 a 22 = -2.8311 10 -1 a 23 = 7.3821 10 -3 b 20 =1 b 21 = -1.9440 10 -1 b 22 = + 1.1141 10 -2 b 23 = -1.6175 10 -4 b 24 = + 1.1207 10 -6 The error has no implications elsewhere in the paper. The cor- rect coefficients were used in all derivations. The incorrect coef- ficients were taken from the wrong table in a spreadsheet during the preparation of the manuscript. The authors apologize for their inefficiency in this matter. JOURNAL OF HYDRAULIC ENGINEERING © ASCE / JANUARY 2009 / 71 J. Hydraul. Eng. 2009.135:71-71. Downloaded from ascelibrary.org by MARRIOTT LIB-UNIV OF UT on 11/27/14. Copyright ASCE. For personal use only; all rights reserved.

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Page 1: Errata for “Approximation of Turbulent Wall Shear Stresses in Highly Transient Pipe Flows” by Alan E. Vardy and Jim M. B. Brown

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Errata for “Approximation of TurbulentWall Shear Stresses in Highly TransientPipe Flows” by Alan E. Vardy andJim M. B. BrownNovember 2007, Vol. 133, No. 11, pp. 1219–1228.DOI: 10.1061/�ASCE�0733–9429�2007�133:11�1219�

Alan E. VardyResearch Professor, Civil Engineering Division, Univ. of Dundee,Dundee DD1 4HN, U.K. E-mail: [email protected]

Jim M. B. BrownResearch Fellow, Civil Engineering Division, Univ. of Dundee, Nether-gate, Dundee DD1 4HN, U.K. �corresponding author�. E-mail:[email protected]

JOUR

J. Hydraul. Eng. 200

The authors regret that the coefficients presented for Eq. �17� inthe original paper are incorrect. The correct coefficients are:

a20=−1.490410+1a21=3.5700a22=−2.831110−1a23=7.382110−3b20=1b21=−1.944010−1b22= +1.114110−2b23=−1.617510−4b24= +1.120710−6The error has no implications elsewhere in the paper. The cor-

rect coefficients were used in all derivations. The incorrect coef-ficients were taken from the wrong table in a spreadsheet duringthe preparation of the manuscript. The authors apologize for their

inefficiency in this matter.

NAL OF HYDRAULIC ENGINEERING © ASCE / JANUARY 2009 / 71

9.135:71-71.