Optimal Barrage Design based on Subsurface Flow Considerations
Publication: Journal of Irrigation and Drainage Engineering
Volume 128, Issue 4
Abstract
A barrage, a structure across a river to divert flow into a man-made channel, is designed to satisfy surface and subsurface flow considerations. There is, however, no procedure to fix the basic barrage parameters, which are depth of sheet piles/cutoffs and the length and thickness of floor, in a cost-effective manner. A method for minimizing the cost of a barrage using an optimization technique is presented in this paper. The applicability of the approach has been illustrated with two examples indicating it’s suitability to evolve a cost-effective design. A parametric analysis has also been carried out to gain insight into the effects of various parameters on the optimal design barrage.
Get full access to this article
View all available purchase options and get full access to this article.
References
Dubey, R. S. (1989). “Finite element solutions of Laplace equation and analysis of Khosla’s curve.” Minor Project Report, Indian Institute of Technology, New Delhi.
Fletcher, R. (1981). Practical methods of optimisation, Vol. 2, Constraint Optimisation, Wiley, New York.
Gill, P. E., Murray, W., and Wright, M. H. (1981). Practical optimisation, Academic, London.
Government of India. (1902). Tech. Paper No. 97.
Haigh, F. F. (1935). “Design of weirs on sand foundations.” Paper No. 182, Punjab Engineering Congress, Punjab, India.
Harza, L. F. (1935). “Uplift and seepage under dams on sand.” Paper No. 1920, Trans. ASCE.
Khosla, A. N. (1930). “Stability of weirs and canal works: An application of the new theory of hydraulic gradient.” Paper No. 140, Punjab Engineering Congress, Punjab, India.
Khosla, A. N. (1932). “Pressure pipe observations at Panjnad Weir.” Paper No. 160, Punjab Engineering Congress, Punjab, India.
Khosla, A. N., Bose, N. K., and Taylor, E. M. (1936). “Design of weirs on permeable foundations.” CBIP Publication No. 12, Central Board of Irrigation and Power, New Delhi (Reprint 1981).
Lane, E. W. (1935). “Security from under seepage.” Paper No. 1919, Trans ASCE.
NAG Fortran Library Manual. Mark 15, Numerical Algorithms Group Ltd., Oxford, U.K.
Parsons, H. D. (1929). “Hydraulic uplift in previous soils.” Paper No. 1713, Trans. ASCE.
Powell, M. J. D. (1983). “Variable metric methods for constrained optimisation.” Mathematical programming: The state of the art, A. Bachem, M. Grotschel, and B. Korte, eds., Springer, Berlin, 288–311.
Santhappan, A. E., Venkatanarasimhan, L., Raghuraman, M. N., and Krishnamurthy, T. S. (1976). “Design of structures on permeable foundations of finite depths.” Tech. Rep. No. 17, Central Board of Irrigation and Power, New Delhi.
Terzaghi, C. (1929). “Effect of minor geological details on the safety of dams.” Tech. Publication No. 215, Institute of Mining and Metallurgical Engineers, U.S.
Zipparo, V. J., Hasan, H., eds. (1993). Davis’ handbook of applied hydraulics, McGraw-Hill, New York.
Information & Authors
Information
Published In
Copyright
Copyright © 2002 American Society of Civil Engineers.
History
Received: Jan 8, 1999
Accepted: Jun 27, 2001
Published online: Jul 15, 2002
Published in print: Aug 2002
Authors
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.