TECHNICAL NOTES
Sep 1, 1999
Time of Opening of Irrigation Canal Gates
Authors: Victor M. Ponce, Y. R. Satyaji Rao, and Nazie M. MansuryAuthor Affiliations
Publication: Journal of Hydraulic Engineering
Volume 125, Issue 9
Abstract
A criterion for the time of opening of irrigation canal gates is developed based on hydrodynamic principles. An analytical model of unsteady open-channel flow is used to calculate the attenuation of small-amplitude surface transients. Wave attenuation is expressed in terms of a dimensionless parameter containing both steady and unsteady components. The developed criterion is shown to be in agreement with actual field practice in the Imperial Valley, Calif.
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References
1.
Chow, V. T. (1959). Open-channel hydraulics. McGraw-Hill, New York.
2.
Ponce, V. M., Li, R. M., Simons, D. B. (1978). “Applicability of kinematic and diffusion models.”J. Hydr. Div., ASCE, 104(3), 353–360.
3.
Ponce, V. M., and Simons, D. B. (1977). “Shallow wave propagation in open channel flow.”J. Hydr. Div., ASCE, 103(12), 1461–1476.
4.
Woolhiser, D. A., and Liggett, J. A. (1967). “Unsteady one-dimensional flow over a plane—The rising hydrograph.” Water Resour. Res., 3(3), 753–771.
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History
Received: Jun 13, 1995
Published online: Sep 1, 1999
Published in print: Sep 1999
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Authors
Affiliations
Victor M. Ponce
Y. R. Satyaji Rao
Nazie M. Mansury
Member, ASCE
Prof., Civ. and Envir. Engrg. Dept., San Diego State Univ., San Diego, CA 92182-1324.
Sci. C, Nat. Inst. of Hydro., Roorkee, Uttar Pradesh, 247 667 India.
Grad. Student, Civ. and Envir. Engrg. Dept., San Diego State Univ., San Diego, CA.
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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.
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