TECHNICAL NOTES
Apr 1, 2007

Optimal Design of Channel Having Horizontal Bottom and Parabolic Sides

Publication: Journal of Irrigation and Drainage Engineering
Volume 133, Issue 2

Abstract

The cost of open channels can be minimized by using (1) the optimal design concept; (2) a new geometric shape to substitute for the trapezoidal channels, and/or (3) a composite channel. The channels in which the roughness along the wetted perimeter become distinctly different from part to part of the perimeter are called composite channels. The feasibility of a new cross-sectional shape that has a horizontal bed and two parabolic sides and lined as a composite channel is investigated to substitute for the trapezoidal cross section. The optimal design concept is used to establish the efficacy of the proposed new cross-sectional shape, because it gives the best and unique design of open channels. In optimal design concept, the geometric dimensions of a channel cross section are determined in a manner to minimize the total construction costs. The constraints are the given channel capacity and other imposed restrictions on geometric dimensions. The Lagrange multiplier technique is used to solve the resulting channel optimization models. The developed optimization models are applied to design the proposed and trapezoidal channels to convey a given design flow considering various design scenarios which include unrestricted, flow depth constrained, side slopes constrained, and top width constrained design. Each of these design scenarios again takes into account fixed freeboard, and depth-dependent freeboard cases of design. An analysis of the optimization results establishes the cost-saving capability of the proposed cross-sectional shape in comparison to a trapezoidal cross section.

Get full access to this article

View all available purchase options and get full access to this article.

References

Anwar, A. A., and de Vries, T. T. (2003). “Hydraulically efficient power-law channels.” J. Irrig. Drain. Eng., 129(1), 18–26.
Babaeyan-Koopaei, K., Valentine, E. M., and Swailes, D. C. (2000). “Optimal design of parabolic-bottomed triangle canals.” J. Irrig. Drain. Eng., 126(6), 408–411.
Chow, V. T. (1959). Open channel hydraulics, McGraw-Hill, Singapore.
Das, A. (2000). “Optimal channel cross section with composite roughness.” J. Irrig. Drain. Eng., 126(1), 68–72.
Das, A., Gaur, Y. K., Chaubey, A., Veena, S. N., and Khati, J. S. (2001). “Parabolic channel design.” J. Inst. Eng. (India), IE(I), 81(CV4), 174–181.
Einstein, H. A. (1934). “Der hydraulische oder profile-radius [The hydraulic or cross-section radius].” Schweizerische Bauzeitung, Zurich, 103(8), 89–91 (in German).
Froehlich, D. C. (1994). “Width and depth constrained best trapezoidal section.” J. Irrig. Drain. Eng., 120(4), 828–835.
Guo, C. Y., and Hughes, W. C. (1984). “Optimal channel cross section with freeboard.” J. Irrig. Drain. Eng., 110(3), 304–314.
Horton, R. E. (1933). “Separate roughness coefficients for channel bottom and sides.” Eng. News-Rec., 111(22), 652–653.
Jain, A., Bhattacharjya, R. K., and Sanaga, S. (2004). “Optimal design of composite channels using genetic algorithm.” J. Irrig. Drain. Eng., 130(4), 286–295.
Kennedy, R. G. (1895). “The prevention of silting in irrigation canals.” Min. Proc. Inst. Civil Engineers, CXIX.
Lacey, G. (1929). “Stable channels in alluvium.” Proc. Inst. Engineers, 229, 259–384.
Loganathan, G. V. (1991). “Optimal design of parabolic canals.” J. Irrig. Drain. Eng., 117(5), 716–735.
Lotter, G. K. (1933). “Soobrazheniia k gidravlicheskomu raschetu rusel a razlichinoi sherokhovatostiiu stenok (Considerations on hydraulic design of channels with different roughness of walls).” Izvestiia Vsesoiuznoga Nauchno-Issledovatel’skogo Instituta Gidrotekhniki (Trans. All-Union Sci. Res. Inst. Hydraulic Eng.), Leningrad, Vol. 9, 238–241 (in Russian).
Mironenko, A. P., Willardson, L. S., and Jenab, A. S. (1984). “Parabolic canal design and analysis.” J. Irrig. Drain. Eng., 110(2), 241–246.
Yen, B. C. (2002). “Open channel flow resistance.” J. Hydraul. Eng., 128(1), 20–39.

Information & Authors

Information

Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 133Issue 2April 2007
Pages: 192 - 197

History

Received: Apr 19, 2005
Accepted: Jul 6, 2006
Published online: Apr 1, 2007
Published in print: Apr 2007

Permissions

Request permissions for this article.

Authors

Affiliations

Amlan Das
Professor, Dept. of Civil Engineering, National Institute of Technology, Durgapur - 713209, West Bengal, India.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share