TECHNICAL NOTES
Mar 15, 2004

Parameter Estimation for Flow in Open-Channel Networks

Publication: Journal of Irrigation and Drainage Engineering
Volume 130, Issue 2

Abstract

Two mathematical models for parameter estimation in closed-loop, open-channel flow networks are presented. The parameter estimation models seek to determine the parameter values that would reproduce an observed flow profile in the channel network. The governing equations for gradually varied flow in channel networks are the optimization models’ constraints. The projected augmented Lagrangian method is used to solve the optimization models. Performance of these two optimization models is evaluated for a given closed-loop network configuration. Results establish the potential of the developed models for use in real-life flow scenarios.

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References

Chaudhry, M. H. (1993). Open-channel flow, Prentice-Hall, Englewood Cliffs, N.J.
Das, A., and Datta, B.(2000). “Optimization-based solution of density dependent seawater intrusion in coastal aquifers.” J. Hydrologic Eng., 5(1), 82–89.
Khatibi, R. H., Williams, J. J. R., and Wormleaton, P. R.(1997). “Identification problem of open-channel friction parameters.” J. Hydraul. Eng., 123(12), 1078–1088.
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Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 130Issue 2April 2004
Pages: 160 - 165

History

Received: Oct 23, 2000
Accepted: Nov 19, 2002
Published online: Mar 15, 2004
Published in print: Apr 2004

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Authors

Affiliations

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

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