Closure to “Analysis of Dynamic Wave Model for Unsteady Flow in an Open Channel” by Maurizio Venutelli
Publication: Journal of Hydraulic Engineering
Volume 138, Issue 10
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References
Cheng, N.-S., Nguyen, H. T., Zhao, K., and Tang, X. (2011). “Evaluation of flow resistance in smooth rectangular open channels with modified Prandtl friction law.” J. Hydraul. Eng., 137(4), 441–450.
Chow, V. T. (1973). Open-channel hydraulics, McGraw-Hill, Tokyo.
Colebrook, C. F. (1939). “Turbulent flow in pipes with particular reference to the transition region between the smooth and rough pipe laws.” J. Inst. Civil Eng., 11(4), 133–156.
Colebrook, C. F., and White, C. M. (1937). “Experiments with fluid friction in roughened pipes.” Proc. R. Soc. Lond. A, 161(906), 367–381.
Genić, S., Arandjelović, I., Kolendić, P., Jarić, M., Budimir, N., and Genić, V. (2011). “A review of explicit approximations of Colebrook’s equation.” FME Trans., 39(2), 67–71.
Gerbeau, J.-F., and Perthame, B. (2001). “Derivation of viscous saint-venant system for laminar shallow water; numerical validation.” Discrete Contin. Dyn. Syst. B, 1(1), 89–102.
Haaland, S. E. (1983). “Simple and explicit formulas for the friction factor in turbulent pipe flow.” J. Fluids Eng., 105(1), 89–90.
Kazemipour, A. K., and Apelt, C. J. (1979). “Shap effects on resistance to uniform flow in open channels.” J. Hydraul. Res., 17(2), 129–147.
Kazemipour, A. K., and Apelt, C. J. (1982).“New data on shape effects in smooth rectangular channels.” J. Hydraul. Eng., 20(3), 225–233.
Marchi, E. (1961). “Il moto uniforme delle correnti liquide nei condotti chiusi e aperti.” L’Energia Elettrica, 38(5), 393–413 (in Italian).
Montes, S. (1998). Hydraulics of open channel flow, ASCE, Reston, VA.
Moody, L. F. (1944). “Friction factors for pipe flow.” Trans. ASME, 66(8), 671–684.
Sturm, T. W. (2001). Open channel hydraulics, McGraw-Hill, New York.
Vedernikov, V. V. (1945). “Conditions at the front of a translation wave disturbing a steady motion of a real fluid.” Comptes Rendus (Doklady) de l’Académie des Sciences de l’URSS, 48(4), 239–242.
Vedernikov, V. V. (1946). “Characteristics features of a liquid flow in an open channel.” Comptes Rendus (Doklady) de l’Académie des Sciences de l’URSS, 52(3), 207–210 (in Russian).
White, F. M. (2002). Fluid mechanics, 4th Ed., McGraw-Hill, New York.
Whitham, G. B. (1974). Linear and nonlinear waves, Wiley, New York.
Wood, D. J. (1966). “An explicit friction factor relationship.” Civil Eng., 36(12), 60–61.
Information & Authors
Information
Published In
Journal of Hydraulic Engineering
Volume 138 • Issue 10 • October 2012
Pages: 917 - 920
Copyright
© 2012 American Society of Civil Engineers.
History
Received: Apr 12, 2012
Accepted: Apr 13, 2012
Published online: Sep 14, 2012
Published in print: Oct 1, 2012
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