Closure to “Simplified Accurate Solution for Design of Erodible Trapezoidal Channels” by Ali R. Vatankhah and Said M. Easa
Publication: Journal of Hydrologic Engineering
Volume 18, Issue 5
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References
Akan, A. O. (2001). “Tractive force channel design aid.” Can. J. Civ. Eng., 28(5), 865–867.
Akan, A. O., and Hager, W. H. (2001). “Design aid for grass-lined channels.” J. Hydraul. Eng., 127(3), 236–237.
Easa, S. M., and Vatankhah, A. R. (2012). “Direct solutions for design of grass-lined channels.” Water Manag., 165(3), 153–159.
Liu, J. L., Wang, Z. Z., Leng, C. J., and Zhao, Y. F. (2012). “Explicit equations for critical depth in open channels with complex compound cross sections.” Flow Meas. Instrum., 24(1), 13–18.
Raikar, R. V., Shiva Reddy, M. S., and Vishwanadh, G. K. (2010). “Normal and critical depth computations for egg-shaped conduit sections.” Flow Meas. Instrum., 21(3), 367–372.
Swamee, P. K., and Rathie, P. N. (2004). “Exact solutions for normal depth problem.” J. Hydraul. Res., 42(5), 541–547.
Swamee, P. K., and Rathie, P. N. (2005). “Exact equations for critical depth in a trapezoidal canal.” J. Irrig. Drain. Div., 131(5), 474–476.
Vatankhah, A. R., and Easa, S. M. (2011). “Explicit solutions for critical and normal depths in channels with different shapes.” Flow Meas. Instrum., 22(1), 43–49.
Information & Authors
Information
Published In
Journal of Hydrologic Engineering
Volume 18 • Issue 5 • May 2013
Pages: 617 - 618
Copyright
© 2013 American Society of Civil Engineers.
History
Received: Jun 11, 2012
Accepted: Jun 18, 2012
Published online: Apr 15, 2013
Published in print: May 1, 2013
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