TECHNICAL NOTES
Apr 1, 2000

Optimal Estimation of Roughness in Open-Channel Flows

Publication: Journal of Hydraulic Engineering
Volume 126, Issue 4

Abstract

The inverse problem of estimating the open-channel flow roughness is solved using an embedded optimization model. Measurement data for flow depths and discharges at several locations and times are used as inputs to the optimization model. The nonlinear optimization model embeds the finite-difference approximations of the governing equations for unsteady flow in an open channel as equality constraints. The Sequential Quadratic Programming Algorithm is used to solve the optimization model. The performance of the proposed parameter estimation model is evaluated for different scenarios of data availability and noise in flow measurement data. Solution results for illustrative problems indicate the potential applicability of the proposed model.

Get full access to this article

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

References

1.
Becker, L., and Yeh, W. W.-G. (1972). “Identification of parameters in unsteady open channel flows.” Water Resour. Res., 8(4), 956–965.
2.
Becker, L., and Yeh, W. W.-G. (1973). “The identification of multiple reach channel parameters.” Water Resour. Res., 9(2), 326–335.
3.
Fread, D. L., and Smith, G. G. (1978). “Calibration techniques for 1-D unsteady flow models.”J. Hydr. Div., ASCE, 104(7), 1027–1043.
4.
Powell, M. J. D. ( 1974). “Introduction to constrained optimization.” Numerical methods for constrained optimization, P. E. Gill and W. Murray, eds., Academic Press, London, 1–28.
5.
Ramesh, R. ( 1997). “Optimal estimation of roughness in open channel flows,” MS thesis, Dept. of Civ. Engrg., Indian Institute of Technology, Kanpur, India.
6.
Urquhart, W. J. (1975). Hydraulics: engineering field manual. U.S. Department of Agriculture, Soil Conservation Service, Washington, D.C.
7.
Wasantha Lal, A. M. (1995). “Calibration of riverbed roughness.”J. Hydr. Engrg., ASCE, 121(9), 664–671.
8.
Willis, R., and Yeh, W. W.-G. (1987). Groundwater systems planning and management. Prentice Hall, Englewood Cliffs, N.J.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 126Issue 4April 2000
Pages: 299 - 303

History

Received: Jul 29, 1997
Published online: Apr 1, 2000
Published in print: Apr 2000

Permissions

Request permissions for this article.

Authors

Affiliations

Grad. Student, Dept. of Civ. Engrg., Indian Inst. of Technol., Kanpur, India.
Prof., Dept. of Civ. Engrg., Indian Inst. of Technol., Kanpur, India.
Assoc. Prof., Dept. of Civ. Engrg., Indian Inst. of Technol., Kanpur, India.
Grad. Student, Dept. of Civ. Engrg., Indian Inst. of Technol., Kanpur, 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