Determining the Surface and Groundwater Resources Portions within an Irrigation District Based on Operation Losses Calculation; Study Area of Abshar Irrigation District, Esfahan

Document Type : Research Article


1 M. Sc. Student in Water Structures, Dept. of Water Engineering, Aburaihan Campus, University of Tehran, Tehran, Iran

2 Associate Prof., Dept. of Water Engineering, Aburaihan Campus, University of Tehran, Tehran, Iran



This study determined the surface and groundwater resources portions aimed at identifying the contribution of water resources in an irrigation district by simulating the process of surface water distribution in irrigation canals, spatial analysis of water distribution. The Abshar irrigation district located in Isfahan city was selected as a case of this study. The simulation of water distribution within the canals was performed by the development of an integral-delay simulator model in the MATLAB, and the spatial analysis of the water distribution adequacy index was performed in the GIS. The water requirement of the crop pattern products was also estimated using the NETWAT program. The main and sub-canals' simulation results indicate a frequently decreasing of water delivery adequacy from upstream to downstream units, especially under the water shortage scenarios, indicating the poor efficient management of water distribution in the canal district. The spatial analysis of irrigation water distribution adequately indicated the inefficiency of surface water delivery and the main reason for the increase in the number of wells drilled by farmers within the irrigation district. Subsequently, by determining the amount of surface water portion in the second and tertiary agricultural area and analyzing the operation information of wells located in the irrigation district, the tables of the contribution of surface and groundwater resources were performed separately for the secondary and tertiary irrigated units. The results of this study provide the basis for implementing the water accounting system, with the portion of surface and groundwater resources within the irrigation district.


[1]. Barkhordari S, Hashemy Shahdany SM. A systematic approach for estimating water losses in irrigation canals. Journal of Water Science and Engineering. 2022;15(2):161-169.
[2]. Orojloo M, Hashemy Shahdany SM, Roozbahani A. Risk assessment of main transmission line in irrigation networks with application of fuzzy hierarchical method. Journal of Water and Soil Conservation. 2017;24(5):25-47. [Persian]
[3]. Yaltaghian Khiabani M, Hashemy Shahdany SM. Design of automatic control system to equitable water distribution under water shortages and inflow fluctuation operational conditions, Case study of Roodasht Irrigation district. Journal of Water and Soil Conservation. 2018;25(5):185-200. [Persian]
[4]. Azargashb S, Hashemy M, Roozbahani A. Estimation of the minimum amount of seepage and operational losses in the earthen canals using ant colony optimization algorithms. Journal of Water and Soil Conservation. 2020;27(6):67-84. [Persian]
[5]. Barkhordari S, Hashemy Shahdany SM, Taghvaeian S, Firoozfar AR, Meastre JM. Reducing losses in earthen agricultural water conveyance and distribution systems by employing automatic control systems. Computer and Electronics in Agriculture. 2020;168:105-122.
[6]. Management and Planning Organization. Public regulations design of irrigation and drainage networks, Magazine No. 281. 2004. [Persian]
[7]. Fipps G. Potential water savings in irrigated agriculture for the Rio grande planning region (Region M). Texas Water Resources Institute. 2005.
[8]. Akkuzu E, Ünal HB, Karataş BS. Determination of water conveyance losses in the Menemen open canal irrigation network. Turkish Journal of Agriculture and Forestry. 2014;31(1):11-22.
[9]. Kedir Y. estimation of conveyance losses of Wonji-Shoa Sugar Cane Irrigation Scheme in Ethiopia. Journal of Environment and Earth Science. 2015;5(17):2224-3216.
[10]. Jadhav PB, Thokal RT, Mane MS, Bhange HN, Kale SR. improving conveyance efficiency through canal lining in command area: A Case Study. International Journal of Engineering Innovation & Research. 2014;3(6):820-826.
[11]. Karimi Avargani H, Hashemy Shahdany SM, Hashemi Garmdareh SE, Liaghat A. determination of water losses through the agricultural water conveyance, distribution, and delivery system, Case study of Roodasht Irrigation District, Isfahan. Water and Irrigation Management. 2020;10(1):143-156. [Persian]
[12]. Serra P, Salvati L, Queralt E, Pin C, Gonzalez O, Pons X. estimating water consumption and irrigation requirements in a Long‐Established Mediterranean Rural Community by remote sensing and field data. Irrigation and Drainage. 2016;65(5):578-88.
[13]. Shahrokhnia MA, Olyan Ghiasi A. methods of seepage estimation in canals and evaluation of seepage and distribution efficiency in Doroodzan irrigation system. Journal of Water Management in Agriculture. 2018;4(2):27-36. [Persian]
[14]. Riahi H, Abbasi N, Mollaei A. evaluation of operational and maintenance problems in Kerman irrigation canals. Iranian Journal of Irrigation and Drainage.2013;7(2):167-177. [Persian]
[15]. Maroufi S, Soltani H. estimations of conveyance and distribution efficiencies in Shawour irrigation and drainage network using an exponential equation. Journal of Agricultural Research.2006;6(1):36-47. [Persian]
[16]. Sheyni A, Noori M, Minaei S. Investigation of water losses and providing guidelines to reduce water in DEZ irrigation network (Case study: Sabili and E4 Channels). Journal on Water Engineering. 2015;3(2);87-98. [Persian]
[17]. Abbasi F, Sohrab F, Abbasi N. Evaluation of irrigation efficiencies in Iran. Irrigation and Drainage Structures Engineering Research. 2017;17(67):113-120. [Persian]
[18]. Mohammadi A, Rizi AP, Abbasi N. Field measurement and analysis of water losses at the main and tertiary levels of irrigation canals: Varamin Irrigation Scheme, Iran. Global Ecology and Conservation. 2019;18:e00646.
[19]. Lee EH, Kim JH. Design and operation of decentralized reservoirs in urban drainage systems. Journal of Water. 2017;9(4):246.
[20]. Hashemy shahdany SM, Monem MJ, Isapoor S. Using inline storage in automatic control systems to improve the operation process in the main irrigation channel, Case study of Dez network irrigation channel. Journal of Hydraulic. 2012;7(3):1-14. [Persian]
[21]. Van Overloop PJ, Negenborn RR., De Schutter B, Van De Giesen NC. Predictive control for national water flow optimization in the Netherlands. Intelligent Infrastructures. 2010;42:439-461.
[22]. Schuurmans J, Schuurmans W, Berger H, Meulenberg M, Brouwer R. Control of water levels in the Meuse river. Journal of Irrigation and Drainage Engineering. 1997;123(3):180-184.
[23]. Isapoor S, Montazer A, Van Overloop PJ, Van De Giesen N. Designing and evaluating control systems of the Dez main canal. Irrig. Drain. 2011;60(1):70-79.
[24]. Molden DJ, Gates TK. Performance measures for evaluation of irrigation-water-delivery systems. Journal of Irrigation and Drainage Engineering.1990;116(6):804-823.
Volume 9, Issue 2
July 2022
Pages 403-417
  • Receive Date: 27 February 2022
  • Revise Date: 20 April 2022
  • Accept Date: 12 May 2022
  • First Publish Date: 22 June 2022