Technical Notes
Nov 13, 2012

Rapid Prediction of Hydraulic Performance for Emitters with Labyrinth Channels

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Publication: Journal of Irrigation and Drainage Engineering
Volume 139, Issue 5

Abstract

Hydraulic performance of emitters with labyrinth channels is a primary factor that designers need to consider, and rapid prediction of hydraulic performance is very helpful for an emitter’s structural design. In this study, a new variable named pressure loss coefficient (PLC) was proposed as the evaluation index of an emitter’s hydraulic performance. By using the dimensionless analysis and orthogonal design method, the PLCs of emitters with the same shape but different geometries were calculated. The results obtained from analysis of range and variance show that the influence sequence on PLC ranks as follows: α>S/H>H/D>D/W. A mathematical model was therefore developed between PLCs and the key parameters according to the multivariable regression method, which can be used to rapidly predict the hydraulic performance for emitters with different geometries.

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Acknowledgments

This work was partially supported by the Fundamental Research Funds for the Central Universities, China Postdoctoral Science Foundation, and the Program for Changjiang Scholars and Innovative Research Team in University (No. IRT0646).

References

Draper, N. R., and Smith, H. (1981). Applied regression analysis, Wiley, New York.
Hedayat, A. S., Sloane, N. J. A., and Stufken, J. (1999). Orthogonal arrays: Theory and applications, Springer-Verlag, New York.
Juana, L., Rodriguez-Sinobas, L., and Losada, A. (2002). “Determining minor head losses in drip irrigation laterals. II: Experimental study and validation.” J. Irrig. Drain. Eng., 128(6), 385–396.
Kang, Y., Nishiyama, S., and Chen, H. (1996). ‘‘Design of microirrigation laterals on nonuniform slopes.’’ Irrig. Sci., 17(1), 3–14.
Keller, J., and Karmeli, D. (1974). “Trickle irrigation design parameters.” Trans. ASAE, 17(4), 678–684.
Kirnak, H., Dogan, E., and Demir, S. (2004). “Determination of hydraulic performance of trickle irrigation emitters used in irrigation systems in the Harran Plain.” Turk. J. Agric. For., 28(4), 223–230.
Li, G. Y., Wang, J. D., and Alam, M. (2006). “Influence of geometrical parameters of labyrinth flow path of drip emitters on hydraulic and anti-clogging performance.” Trans. ASABE, 49(3), 637–643.
Takahiro, A., and Shougo, H. (2006). “Transition of the flow in a symmetric channel with periodically expanded grooves.” Chem. Eng. Sci., 61(8), 2721–2729.
Vallesquino, P., and Luque-Escamilla, P. L. (2001). “New algorithm for hydraulic calculation in irrigation laterals.” J. Irrig. Drain. Eng., 127(4), 254–260.
Wadsworth, H. M. (1989). Handbook of statistical methods for engineers and scientists, McGraw-Hill, New York.
Wei, Q. S., Shi, Y. S, Dong, W. C., Lu, G., and Huang, S. H. (2006a). “Study on hydraulic performance of drip emitters by computational fluid dynamics.” Agric. Water Manage., 84(1–2), 130–136.
Wei, Q. S., Shi, Y. S, Lu, G., Dong, W. C., and Huang, S. H. (2006b). “Study of hydraulic performance of the eddy channel for drip emitters.” Irrig. Drain., 55(1), 61–72.
Wu, I. P. (1992). “Energy gradient line approach for direct hydraulic calculation in drip irrigation design.” Irrig. Sci., 13(1), 21–29.
Wu, I. P., and Gitlin, H. M. (1975). “Energy gradient line for drip irrigation laterals.” J. Irrig. Drain. Eng., 101(4), 323–326.
Yamaguchi, H. (2008). Engineering fluid mechanics, Springer, Dordrecht, Netherlands.
Yildirim, G. (2006a). “Discussion of ‘Experimental analysis of local pressure losses for microirrigation laterals’ by Giuseppe Provenzano and Domenico Pumo.” J. Irrig. Drain. Eng., 132(2), 189–192.
Yildirim, G. (2006b). “Hydraulic analysis and direct design of multiple outlets pipelines laid on flat and sloping lands.” J. Irrig. Drain. Eng., 132(6), 537–552.
Yildirim, G. (2007). “An assessment of hydraulic design of trickle laterals considering effect of minor losses.” Irrig. Drain., 56(4), 399–421.
Yildirim, G (2010). “Total energy loss assessment for trickle lateral lines equipped with integrated in-line and on-line emitters.” Irrig. Sci., 28(4), 341–352.
Yildirim, G., and Agıralioglu, N. (2003a). “Discussion of ‘Continuous outflow variation along irrigation laterals: Effect of the number of outlets’ by John D. Valiantzas.” J. Irrig. Drain. Eng., 129(5), 382–386.
Yildirim, G., and Agıralioglu, N. (2003b). “Discussion of ‘New algorithm for hydraulic calculation in irrigation laterals.” J. Irrig. Drain. Eng., 129(2), 142–143.
Zhang, J., Zhao, W. H., and Lu, B. H. (2011). “New method of hydraulic performance evaluation on emitters with labyrinth channels.” J. Irrig. Drain. Eng., 137(12), 811–815.
Zhang, J., Zhao, W. H., Tang, Y. P., Wei, Z. Y., and Lu, B. H. (2007a). “Numerical investigation of the clogging mechanism in labyrinth channel of the emitter.” Int. J. Numer. Methods Eng., 70(13), 1598–1612.
Zhang, J., Zhao, W. H., Wei, Z. Y., Tang, Y. P., and Lu, B. H. (2007b). “Numerical and experimental study on hydraulic performance of emitters with arc labyrinth channels.” Comput. Electron. Agric., 56(2), 120–129.

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Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 139Issue 5May 2013
Pages: 414 - 418

History

Received: Sep 24, 2011
Accepted: Nov 12, 2012
Published online: Nov 13, 2012
Published in print: May 1, 2013

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Authors

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Associate Professor, State Key Laboratory for Manufacturing Systems Engineering, Xi’an Jiaotong Univ., Xi’an 710049, China (corresponding author). E-mail: [email protected]
Wanhua Zhao
Professor, State Key Laboratory for Manufacturing Systems Engineering, Xi’an Jiaotong Univ., Xi’an 710049, China.
Bingheng Lu
Professor, State Key Laboratory for Manufacturing Systems Engineering, Xi’an Jiaotong Univ., Xi’an 710049, China.

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