Optimal design equations for circular and parabolic bed trapezoidal canal sections are presented in this paper. A cost function involving earthwork cost and lining cost has been considered and Manning's equation has been used as a constraint function. The resulting optimisation problem involving a non-linear cost function with the non-linear equality constraint has been converted in non-dimensional form and has then been solved by Lagrange's method of undetermined multipliers for the minimum area section and by applying Solver by MS Excel for minimum cost sections. The study also addresses the bounds on the canal dimensions. The design equations for a constrained section, a minimum earthwork cost section and a minimum cost lined section have been obtained through minimisation of errors or regression analysis. The proposed design equations are in explicit form and result in optimal dimensions of a canal in single step computations. A design example involving different cases has been presented to demonstrate the simplicity of the method.
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June 2009
Research Article|
June 01 2009
Optimal design of curved bed trapezoidal canal sections
B. R. Chahar, PhD, FISH, MIE, MIWRS, MIAH;
B. R. Chahar, PhD, FISH, MIE, MIWRS, MIAH
Associate Professor
Department of Civil Engineering, Indian Institute of Technology
New Delhi, India
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S. Basu, MTech
S. Basu, MTech
Research Student
Department of Civil Engineering, Indian Institute of Technology
New Delhi, India
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Publisher: Emerald Publishing
Received:
December 19 2007
Accepted:
August 18 2008
Online ISSN: 1751-7729
Print ISSN: 1741-7589
© 2009 Thomas Telford Ltd
2009
Proceedings of the Institution of Civil Engineers - Water Management (2009) 162 (3): 233–240.
Article history
Received:
December 19 2007
Accepted:
August 18 2008
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Citation
Chahar BR, Basu S (2009), "Optimal design of curved bed trapezoidal canal sections". Proceedings of the Institution of Civil Engineers - Water Management, Vol. 162 No. 3 pp. 233–240, doi: https://doi.org/10.1680/wama.2009.162.3.233
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