Technical Papers
Jul 28, 2017

Volumetric Water Delivery Using Baffle Sluice Modules: New Approach

Publication: Journal of Irrigation and Drainage Engineering
Volume 143, Issue 10

Abstract

Baffle sluice modules are used as onfarm volumetric water delivery structures. Several methods for module design have been presented so far to limit the discharge variations to the nominal design value for the variation range of a specified water surface. All methods were on the basis of assumptions to analytically determine the baffle dimensions; hence experimental studies are inevitable for choosing the most appropriate one. Initially in this paper, the performances of current theoretical design methods were evaluated experimentally. On the basis of the obtained results, the common fundamental assumptions of the flow controls through the module were revised. Then, new design criteria of using the baffle modules in parallel were proposed. The new design scheme was on the basis of installing a low delivery module in parallel with a high delivery one. The modules’ dimensions then were determined to minimize the discharge variations. Finally, the performance of the new design scheme was verified experimentally, which shows that the discharge deviation from the nominal design discharge was less than that of all design methods available in the literature.

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Acknowledgments

The authors gratefully acknowledge the research facility provided by the Center of Excellence for Evaluation and Rehabilitation of Irrigation and Drainage Networks, University of Tehran.

References

Anwar, A. A. (1999). “Baffle sluice module with improved performance.” J. Irrig. Drain. Eng., 91–95.
Babu, B. M., Mishra, P. K., and Satyanarayana, T. (1996). “Performance of baffle-sluice modules with changed module dimensioins.” J. Irrig. Drain. Eng., 310–313.
Bijankhan, M., and Kouchakzadeh, S. (2012). “Baffle modules: Improved design based on the variable hydraulic sensitivity concept.” Irrig. Drain., 61(2), 260–269.
Bos, M. G. (1989). Discharge measurement structures, International Institute for Land Reclamation and Improvement/ILRI, Wageningen, Netherlands.
Henry, H. R. (1950). “Discussion of ‘diffusion of submerged jets’ by M. L. Albertson, Y. B. Dai, R. A. Jensen, and H. Rouse.” Trans. Am. Soc. Civil. Eng., 115(1), 687–694.
Kouchakzadeh, S., and Golzar, M. (2014). “Discussion of ‘discharge coefficient for baffle-sluice gates’ by P. K. Mishra, Wernher Brevis, and Cornelia Lang.” J. Irrig. Drain. Eng., 07014010.
Larsen, P., and Mishra, P. K. (1990). “Constant discharge device for field irrigation.” J. Hydraul. Res., 28(4), 481–489.
Mishra, P. K., Brevis, W., and Lang, C. (2013). “Discharge coefficients for baffle-sluice gates.” J. Irrig. Drain. Eng., 336–340.
Mishra, P. K., Larsen, P., and Satyanarayana, T. (1990). “Development of low-discharge baffle-sluice modules.” J. Irrig. Drain. Eng., 444–453.
Swamee, P. K. (1992). “Sluice gate discharge equations.” J. Irrig. Drain. Eng., 56–60.
Vatankhah, A. R. (2014). “Discussion of ‘discharge coefficients for baffle-sluice gates’ by P. K. Mishra, Wernher Brevis, and Cornelia Lang.” J. Irrig. Drain. Eng., 07014011.
Verma, D. V. S., and Pasricha, A. (1994). “Hydraulic characteristics of baffle modules.” J. Inst. Eng., 75(Nov), 155–158.

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Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 143Issue 10October 2017

History

Received: Jan 12, 2017
Accepted: Apr 21, 2017
Published online: Jul 28, 2017
Published in print: Oct 1, 2017
Discussion open until: Dec 28, 2017

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Authors

Affiliations

Mohammad Bijankhan, Aff.M.ASCE [email protected]
Formerly, Graduate Student, Dept. of Irrigation and Reclamation Engineering, Univ. of Tehran, P.O. Box 31587-4111, Karaj, 3158777871 Tehran, Iran; Assistant Professor, Dept. of Water Engineering, Faculty of Engineering and Technology, Imam Khomeini International Univ., Qazvin, Iran. E-mail: [email protected]
Mohammad Mehrzad [email protected]
Formerly, Graduate Student, Dept. of Irrigation and Reclamation Engineering, Univ. of Tehran, P.O. Box 31587-4111, Karaj, 3158777871 Tehran, Iran. E-mail: [email protected]
Mahshid Golzar [email protected]
Ph.D. Student, Dept. of Civil and Structural Engineering, Univ. of Sheffield, Mappin St., Sheffield S1 3JD, U.K.; formerly, Graduate Student, Dept. of Irrigation and Reclamation Engineering, Univ. of Tehran, Karaj, 3158777871 Tehran, Iran. E-mail: [email protected]
Salah Kouchakzadeh [email protected]
Professor, Dept. of Irrigation and Reclamation Engineering, Univ. of Tehran, P.O. Box 31587-4111, Karaj, 3158777871 Tehran, Iran (corresponding author). E-mail: [email protected]

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