DISCUSSIONS AND CLOSURES
Jul 15, 2010

Closure to “Least-Cost and Most Efficient Channel Cross Sections” by Gerald E. Blackler and James C. Y. Guo

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Publication: Journal of Irrigation and Drainage Engineering
Volume 136, Issue 8
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References

Das, A. (2007). “Optimal design of channel having horizontal bottom and parabolic sides.” J. Irrig. Drain. Eng., 133(2), 192–197.
Froehlich, D. C. (1994). “Width and depth constrained best trapezoidal section.” J. Irrig. Drain. Eng., 120(4), 828–835.
Froehlich, D. C. (2008). “Most hydraulically efficient standard lined canal sections.” J. Irrig. Drain. Eng., 134(4), 462–470.
Monadjemi, P. (1994). “General formulation of best hydraulic channel section.” J. Irrig. Drain. Eng., 120(1), 27–35.
Swamee, P. K., Mishra, G. C., and Chahar, B. R. (2000a). “Minimum cost design of lined canal sections.” J. Water Resour. Mangmnt., 14(1), 1–12.
Swamee, P. K., Mishra, G. C., and Chahar, B. R. (2000b). “Comprehensive design of minimum cost irrigation canal sections.” J. Irrig. Drain. Eng., 126(5), 322–327.
Swamee, P. K., Mishra, G. C., and Chahar, B. R. (2001). “Design of minimum earthwork cost sections.” J. Water Resour. Mangmnt., 15(1), 17–30.
Swamee, P. K., Mishra, G. C., and Chahar, B. R. (2002). “Optimal design of transmission canal.” J. Irrig. Drain. Eng., 128(4), 234–243.

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Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 136Issue 8August 2010
Pages: 580 - 581

History

Received: Feb 8, 2010
Accepted: Feb 23, 2010
Published online: Jul 15, 2010
Published in print: Aug 2010

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Gerald E. Blackler, M.ASCE [email protected]
P.E.

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