Technical Papers
Mar 12, 2015

Design of Zero Slope Microirrigation Laterals: Effect of the Friction Factor Variation

This article has a reply.
VIEW THE REPLY
This article has a reply.
VIEW THE REPLY
Publication: Journal of Irrigation and Drainage Engineering
Volume 141, Issue 10

Abstract

Microirrigation has become quite a common practice in agricultural production in various parts of the world. To achieve the optimum (hydraulic and economic) system performance, designers are often faced with the problem of designing a maximum lateral length which results in a desired coefficient of uniformity (CU) or an allowable pressure head variation (δH). Previous theoretical design approaches are usually based on a constant Darcy–Weisbach (DW) friction factor along the lateral and this assumption can lead to substantial errors. In the research reported in this paper, a new analytical design approach does not require the constant DW assumption for zero-slope laterals while it still takes into account the emitter exponent and the effect of minor friction losses caused by emitters. Assuming a constant friction factor along the lateral might result in errors up to 14% in the calculation of the maximum lateral length. Conversely, the maximum relative error caused by the application of the proposed method compared to the stepwise solution generally does not exceed 1.1%. The suggested technique for determination of maximum lateral length is simple to use and does not require iteration, as is usually the case for previous analytical methods. The method is applicable to various types of emitters for lateral lengths less than 300 m. It also provides an additional check on other analytical and numerical methods that are available elsewhere.

Get full access to this article

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

References

Al-Amoud, A. I. (1995). “Significance of energy losses due to emitter connections in trickle irrigation lines.” J. Agric. Eng. Res., 60(1), 1–5.
Ayars, J. E., Bucks, D. A., Lamm, F. R., and Nakayama, F. S. (2007). “Introduction.” Chapter 1, Microirrigation for crop production—Design, operation and management, F. R. Lamm, J. E. Ayars, and F. S. Nakayama, eds., Elsevier, Amsterdam, Netherlands, 1–26.
Bralts, V. F., Edwards, D. M., and Wu, I. P. (1987). “Drip irrigation and design and evaluation based on the statistical uniformity concept.” Adv. Irrig., 4, 67–117.
Bralts, V. F., Gerrish, P. J., and Yue, R. (1995). “An improved finite element model for the analysis of microirrigation systems.” Proc., 5th Int. Microirrigation Congress, Orlando, FL, 60–66.
Christiansen, J. E. (1942). “Irrigation by sprinkling.”, Univ. of California, Davis, CA.
Clark, G. A., Haman, D. Z., Prochaska, J. F., and Yitayew, M. (2005). “General system design principles.” Chapter 5, Microirrigation for crop production—Design, operation and management, F. R. Lamm, J. E. Ayars, and F. S. Nakayama, eds., Elsevier, Amsterdam, Netherlands, 161–220.
Hart, W. E., and Reynolds, W. N. (1965). “Analytical design of sprinkler systems.” Trans. ASAE, 89(8), 83–85.
Hathoot, H. M., Al-Amoud, A. I., and Al-Mesned, A. S. (2000). “Design of trickle irrigation laterals considering emitter losses.” ICID J., 492, 1–14.
Hathoot, H. M., Al-Amoud, A. I., and Mohammad, F. S. (1993). “Analysis and design of trickle-irrigation laterals.” J. Irrig. Drain. Eng., 756–767.
Howell, T. A., and Barinas, F. A. (1980). “Pressure losses across trickle irrigation fittings and emitters.” Trans. ASABE, 23(4), 928–933.
Howell, T. A., and Hiler, E. A. (1974). “Designing trickle irrigation laterals for uniformity.” J. Irrig. Drain. Eng., 100(4), 443–454.
Jeppson, R. W. (1982). Analysis of flow in pipe networks, 5th Ed., Ann Arbor Science, Ann Arbor, MI.
Jiang, S., and Kang, Y. (2010). “Evaluation of microirrigation uniformity on laterals considering field slopes.” J. Irrig. Drain. Eng., 429–434.
Juana, L., Losada, A., Sinobas, L. R., and Sanchez, R. (2004). “Analytical relationships for designing rectangular drip irrigation units.” J. Irrig. Drain. Eng., 47–59.
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., 385–396.
Kang, Y., and Nishiyama, S. (1996). “Analysis and design of microirrigation laterals.” J. Irrig. Drain. Eng., 75–82.
Keller, J., and Bliesner, R. D. (1990). Sprinkle and trickle irrigation, Van Nostrand Reinhold, New York.
Khemaies, Z., and Moncef, H. (2009). “Design of level ground laterals in trickle irrigation systems.” J. Irrig. Drain. Eng., 620–625.
Khemaies, Z., Moncef, H., Aws, A., and Adarrazak, S. (2012). “Design of nonzero uniformly sloping laterals in trickle irrigation systems.” J. Irrig. Drain. Eng., 419–425.
Provenzano, G., and Pumo, D. (2004). “Experimental analysis of local pressure losses for microirrigation laterals.” J. Irrig. Drain. Eng., 130(4), 318–324.
Provenzano, G., Pumo, D., and Di Dio, P. (2005). “Simplified procedure to evaluate head losses in drip irrigation laterals.” J. Irrig. Drain. Eng., 525–532.
Sadeghi, S. H., Mousavi, S. F., Sadeghi, S. H. R., and Abdolali, M. (2012). “Factor H for the calculation of head loss and sizing of dual-diameter laterals.” J. Agric. Sci. Technol., 14, 1555–1565.
Sadeghi, S. H., and Peters, T. (2011). “Modified G and G AVG correction factors for laterals with multiple outlets and outflow.” J. Irrig. Drain. Eng., 697–704.
Sadeghi, S. H., and Peters, T. (2012). “Analytical determination of distribution uniformity for microirrigation tapered laterals laid on uphill and horizontal slopes.” J. Irrig. Drain. Eng., 483–489.
Sadeghi, S. H., and Peters, T. (2013). “Adjusted friction correction factors for center-pivots with an end-gun.” Irrig. Sci., 31(3), 351–358.
Sadeghi, S. H., and Peters, T. (2014a). “Closure to ‘Analytical determination of distribution uniformity for microirrigation tapered laterals laid on uphill and horizontal slopes.’” J. Irrig. Drain. Eng., 07014031.
Sadeghi, S. H., and Peters, T. (2014b). “Closure to ‘Modified G and G AVG correction factors for laterals with multiple outlets and outflow.’” J. Irrig. Drain. Eng., 07014015.
Valiantzas, J. D. (1998). “Analytical approach for direct drip lateral hydraulic calculation.” J. Irrig. Drain. Eng., 300–305.
Valiantzas, J. D. (2002). “Continuous outflow variation along irrigation laterals: Effect of the number of outlets.” J. Irrig. Drain. Eng., 34–42.
Valiantzas, J. D. (2005). “Modified Hazen–Williams and Darcy–Weisbach equations for friction and local head losses along irrigation laterals.” J. Irrig. Drain. Eng., 342–350.
Vallesquino, P. (2008). “An approach for simulating the hydraulic performance of irrigation laterals.” Irrig. Sci., 26(6), 475–486.
Warrick, A. W., and Yitayew, M. (1988). “Trickle lateral hydraulics. I: Analytical solution.” J. Irrig. Drain. Eng., 281–288.
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. (1997). “An assessment of hydraulic design of micro-irrigation systems.” Agric. Water Manage., 32(3), 275–284.
Wu, I. P., and Gitlin, H. M. (1974). “Drip irrigation design based on uniformity.” Trans. ASABE, 17(3), 429–432.
Wu, I. P., and Gitlin, H. M. (1977). “Drip irrigation design in metric units.”, Univ. of Hawaii, Honolulu.
Wu, I. P., and Gitlin, H. M. (1979). “Drip irrigation design on nonuniform slopes.” J. Irrig. Drain. Eng., 105(3), 289–303.
Wu, I. P., and Irudayaraj, J. M. (1987). “Evaluation of uniformity parameters for drip irrigation design.” Proc., American Society of Agricultural Engineers(ASAE) Winter Meeting, St. Joseph, MI.
Yildirim, G. (2007). “An assessment of hydraulic design of trickle laterals considering effect of minor losses.” Irrig. Drain., 56(4), 399–421.
Yitayew, M., and Warrick, A. W. (1988). “Trickle lateral hydraulics. II: Design and examples.” J. Irrig. Drain. Eng., 289–300.
Zayani, K., Alouini, A., Lebdi, F., and Lamaddalena, N. (2001). “Design of drip line in irrigation systems using the energy drop ratio approach.” Trans. ASABE, 44(5), 1127–1133.
Zayani, K., Alouini, A., and Souissi, A. (2008). “Design of trickle irrigation laterals using energy drop ratio approach.” Trans. ASABE, 51(6), 2029–2037.

Information & Authors

Information

Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 141Issue 10October 2015

History

Received: Apr 3, 2014
Accepted: Feb 10, 2015
Published online: Mar 12, 2015
Discussion open until: Aug 12, 2015
Published in print: Oct 1, 2015

Permissions

Request permissions for this article.

Authors

Affiliations

Sayed-Hossein Sadeghi, S.M.ASCE [email protected]
Ph.D. Student, Dept. of Biological Systems Engineering, Washington State Univ., 24106 N. Bunn Rd., Prosser, WA 99350 (corresponding author). E-mail: [email protected]
R. Troy Peters [email protected]
Extension Irrigation Specialist/Associate Professor, Washington State Univ., 24106 N. Bunn Rd., Prosser, WA 99350. E-mail: [email protected]
Freddie R. Lamm [email protected]
Professor and Research Irrigation Engineer, Kansas State Univ., P.O. Box 505, Colby, KS 67701. E-mail: [email protected]

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