Evaluation of conveyance efficiency and water seepage loss in irrigation canals with HDPE geomembrane lining in plains of Zaiandeh-rood, Moghan and Kerman

Document Type : Research Paper

Authors

1 Assistant professor, Agricultural Engineering Research Department, Hamedan Agricultural and Natural Resources Research and Education Center, AREEO, Hamedan, Iran

2 Associate Professor, Iranian Agricultural Engineering Research Institute (IAERI) , AREEO, Karaj, Iran

3 Assistant professor, Agricultural Engineering Research Department, Esfahan Agricultural and Natural Resources Research and Education Center, AREEO, Esfahan, Iran

4 Assistant professor, Agricultural Engineering Research Department, Ardabil Agricultural and Natural Resources Research and Education Center, AREEO, Ardabil, Iran Tel

5 Assistant professor, Agricultural Engineering Research Department, Kerman Agricultural and Natural Resources Research and Education Center, AREEO, Kerman, Iran

Abstract

In this study, the amount of water losses in 7 irrigation canals in plains of Zaiandeh-rood, Moghan and Kerman, with the same specifications of HDPE geomembrane lining with the same age, were evaluated. For this purpose, the losses of water in the canals was determined by input-output method in three stages. At the same time, the amount of evaporation using a class A pan installed in next canals, was determined. to calculate seepage losses, the amount of evaporation losses were deducted from the total losses. Based on results, the amount of efficiency efficiency was between 95.9 to 99.7 and in averagewas 98.9 percent. The total losses in the canals was determined between 3.3 to 13.8 and averagely 11.5 lit/s per kilometer. From total losses, between 3.3 (Zaiandeh-rood) to 16.2 (Kerman) and in average 7.1 percent was due to evaporation and the remainder was due to seepage losses from geomembrane lining. The seepage losses in evaluated canals was between 0.03 (KC in Kerman plain) 0.16 (EC4 in Zaiandeh-rood ) and an average of 0.1 m3/m2/day (17 times lower than the concrete lining). The results of this study showed remarkable impact of geomembrane lining in control of water losses from irrigation canals and its advantages compared to conventional concrete lining.

Keywords

Main Subjects


Abbasi, N. (2011). The Role of Anions in the Dispersion Potential of Clayey Soil. Journal of agricultural engineering research. 12 (3), 15-30.
Akkuzu, E. (2012). Usefulness of Empirical Equations in Assessing Canal Losses through Seepage in Concrete-Lined Canal. Journal of Irrigation and Drainage Engineering. ASCE. Vol. 138, No. 5.
Akkuzu, E., Unal, H.B., Karatas, B.S. (2007). Determination of water conveyance loss in the Menemen Open Canal Irrigation Network. Turk J. Agric. For. 31,11-22.
Alam, M.M. and Bhutta, M.N. (2004). Comparative evaluation of canal seepage investigation techniques. Agricultural water manafement. No. 66. , 65-76.
Bahramloo, R. (2011). Evaluation of Seepage losses in Ston-lined irrigation Canals in cold climates and its effect on Saving Water Resources (case study of Hamedan province). Iranian Water Research Journal. 5 (9), P. 141-150. (In Farsi).
Bahramloo, R. (2013). Technical & Economical Assessment of Geosynthetic Lining of Canals and Reservoirs (Case study in Hamedan). Iranian Agricultural Engineering Research Institute (IAERI). No. 43813/63. (In Farsi).
Bahramloo, R., Movahhedan, M. and Abbasi, N. (2010). Evaluation of Seepage in Concrete-lined Small irrigation Canals in cold climates and its effect on Saving Water Resources (case study of Hamedan province).Iranian Journal of Irrigation and drainage. No. 1, Vol. 5, 81-91. (In Farsi).
Bahramloo, R., Abbasi, N., Movahhedan, M., Ghadami-Firoozabadi, A., Maman-poush, M., Mousavi-Fazl, S.H. and Salamati, N. (2017). Effect of Execution and Operation Issues on the Efficiency of Geomembrane Lining in Control of Water Seepage (Case studies in Isfahan, Hamedan,Khuzestan, Semnan, Alborz Provinces). Irrigation and Drainage Structures Engineering Research, 18(69),123-134 (In Farsi).
Fakhraei, S. F. (2000). Effect of supervision and management in efficiency of operation and maintenance in Moghan irrigation and drainage network. 10th national conference of IRNCID. P.203-212. Tehran. Iran.
Firouzi, O. and Najdi, M. H. (2011). Lining of Irrigation canals using prefabricated bituminous geomembrane (PBGM), Case study: Arayez irrigation and drainage project- Khuzestan. Iran. ICID 21th International Congress on Irrigation and Drainage. P:217-230.Tehran, Iran.
Iqbal, Z., Maclean, R.T., Taylor, B.D., Hecker, F.J. and Bennett, D.R. (2002). Seepage losses from irrigation canals in southern Alberte. Canada biosystem engineering. (44):121- 127.
Ivy, D. and Narejo, D. (2003). Canal lining with HDPE. GFR.  21(5), (1-4).
Kinzli, K.D., Martinez, M., Oad, R., Prior, A. and Gensler, D. (2010). Using an ADCP to determine canal seepage loss in an irrigation district. Agricultural Water Management. 97. 801-810.     
Mansori kiya, M. and Shahrokh niya, B. (2007). Physical and chemical quality control tests necessary for the application of geosynthetic insulation in irrigation canals and drainage. 1th Conference Irrigation and Drainage. May 12-14. Ahvaz. (In Farsi).
Marwaa, H. M. and Omran I. M. (2016). Compared between the Measured Seepage Losses and Estimation and Evaluated the Conveyance Efficiency for Part of the Hilla Main Canal and Three Distributary Canals (HC 4R, HC 5R and HC 6R) of Hilla-Kifil Irrigation Project. Civil and Environmental Research. 8(2)
Movahhedan, M. Mamanpoush, A.R. and Abbasi, N. (2011). Assessment of the amount of water leakage from canals and water storage pools with cover, geosynthetic. 2 th  national seminar irrigation and drainage. 23 May. Karaj. (In Farsi).
Movahhedan, M. and Abbasi, N. (2014). geosynthetic technical evaluation of economic performance coatings in the canals and water reservoirs Alborz Province. Report Research Institute of Agricultural Engineering. (in Farsi).
Napan, K.M., Merkley, G.P. and Neale, C.M.U. (2009). Seepage Evaluations in Cache Valley  Irrigation Canals. In: Proc. Fifth International Conference on Irrigation andDrainage. USCID, Salt Lake City, UT.
Rahimi, H. and Qobadinia, M. (2008). Application of geosynthetics in irrigation and drainage. National Committee of  Irrigation and Drainage. 126 p. (In Farsi).
Rahimi H. Abbasi N. and Shantia, H. (2011). Application of geomembrane to control piping of sandy soil under concrete canal lining (case study for Moghan irrigation network). Journal of Irrigation and Drainage. 60(3). , 330-337.
Salmasi, F. and Rashtbarzadeh, E. (2013). Assessment of geo-synthetic materials application in reducing seepage in Moghan irrigation network. Iranian Journal of Water & Environment Engineering. 1(2).p.27-34.
Scheirs, J. (2009). A Guide to Polymeric Geomembranes: A Practical Approach. John Wiley. UK. 596 p.
Shahrokh niya, B. (2014). Technical and economic assessment of water leaks in irrigation canals of Darab. Report Research Institute of Agricultural Engineering. (In Farsi).
Singh, B. and Singh, K.K. (2014). Comparison of Seepage and Evaporation Losses of Field Data Analysis with Analytical Approach Analysis- A Study of Narwana Branch Canal, Kurukshetra. International Journal of Enhanced Research in Science Technology & Engineering. 3(7), 204-209.
Skogerboe, G.V., Aslam, M., Khan, M.A., Mehmood, K., Mehmood, S. and Khan, A.H. (1999). Inflow–outflow Channel Losses and Canal Lining Cost-effectiveness in the Fordwah Eastern Sadiqia Project. Report No. R-85. International Water Management Institute, Lahore, June. , 3–8.
USBR. (2002). Canal-lining demonstration project year 10 final report, R-02-03, 230p