Least-Cost and Most Efficient Channel Cross Sections
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VIEW THE REPLYPublication: Journal of Irrigation and Drainage Engineering
Volume 135, Issue 2
Abstract
It has been a long-standing concern to decide if a channel should be designed to have the highest hydraulic efficiency or the least cost. In this study, a large amount of channel construction costs were reviewed and analyzed to derive the channel construction cost function as the sum of the costs for the land acquisition of the channel’s alignment, lining material for the channel’s cross section, and earth excavation for the channel’s depth. Case studies conducted in this technical note indicate that the differences between the least-cost and most efficient cross sections are closely related to the channel lining to land acquisition cost ratio. When the lining to land unit cost ratio vanishes, the difference between these two cross sections is diminished. As revealed by the cost data, the least-cost channel section tends to be deeper if the land cost is much higher than the lining cost. This trade-off was incorporated into the normalized equation to provide direct solutions to the least-cost channel cross section. The normalization of the least-cost equations allows this approach to be transferred to other regions when the local cost data are available.
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References
Anwar, A. A., and Clarke, D. (2005). “Design of hydraulically efficient power-law channels with freeboard.” J. Irrig. Drain. Eng., 131(6), 560–563.
Chow, V. T. (1959). “Open channel hydraulics.” Design of channels for uniform flow, McGraw-Hill, New York, 160–162.
Das, A. (2000). “Optimal channel cross section with composite roughness.” J. Irrig. Drain. Eng., 126(1), 68–72.
Das, A. (2006). “Optimal design of channel having horizontal bottom and parabolic sides.” J. Irrig. Drain. Eng., 133(2), 192–197.
Guo, J. C. Y. (2004). Urban flood channel design, Water Resources Publication, Littleton, Colo., 143–175.
Guo, J. C. Y., and Hughes, W. (1984). “Optimal channel cross section with freeboard.” J. Irrig. Drain. Eng., 110(3), 304–314.
RS Means. (2007). “Online construction estimating software with costworks from RS Means.” ⟨www.meanscostworks.com⟩ (Feb. 15, 2007).
United States Army Corps of Engineers (USACE). (1991). “Hydraulic design of flood control channels.” Engineer manual No. 1110-2-1601, 2-1, Washington, D.C.
Urban Drainage Flood Control District. (2001). Urban storm water design criteria manual, Vol. 1, Denver, MD-27.
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© 2009 ASCE.
History
Received: Nov 15, 2007
Accepted: Jul 29, 2008
Published online: Apr 1, 2009
Published in print: Apr 2009
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