Online ISSN: 2382-9931
Journal of Water and Irrigation Management
Homepage: https://jwim.ut.ac.ir/
University of Tehran Press
Spatial Analysis of Agricultural Water Distribution to Specified the Surface and Groundwater Resources in the System of Environmental-
Economic Water Accounting’s Physical Supply Table, Study Area of Abshar Irrigation District
Farhad Behzadi1 | S. Mehdy Hashemy Shahdany2
1. Water Engineering Department, Faculty of Agricultural Technology, University College of Agriculture & Natural Resources, University of Tehran, Tehran, Iran. E-mail: [email protected]
2. Corresponding Author, Water Engineering Department, Faculty of Agricultural Technology, University College of Agriculture & Natural Resources, University of Tehran, Tehran, Iran. E-mail: [email protected]
Article Info ABSTRACT
Article type:
Research Article
Article history:
Received: February 2, 2023 Received in revised form:
February 14, 2023 Accepted: March 25, 2023 Published online: April 14, 2023
Keywords:
Spatial analysis of surface water distribution,
Abshar Irrigation District, Flow Hydraulic Simulation, Environmental-Economic Water Accounting.
This study aims to investigate and specify surface and groundwater sources portions in the physical supply table of the environmental-economic water accounting method (SEEWA-Water) in the Abshar Irrigation District through the developing hydraulic simulation model of flow in the main & lateral canals, spatial analysis of surface water distribution process, and water extraction analysis from exploitation tube-wells located in the district. For this purpose, the simulation of water distribution within irrigated units was conducted by developing the integral-delay simulator model in MATLAB. Then, spatial analysis of surface water distribution adequacy was carried out in GIS under different operational scenarios. The simulation results of surface water distribution indicated the decreasing trend of the adequacy of surface water distribution and delivery from upstream to downstream catchments. The spatial analysis results showed the share of surface and groundwater separately for 59 villages with rights and then for each village according to the main crops. The results showed that the surface water distributed in each sub-channels upstream and downstream villages provided 35-48 percent and 60-49 percent of agricultural demand, respectively. The spatial analysis (the water resources portions based on the main crops of the cropping pattern) reveals the customized components in the physical supply table in the SEEA-Water accounting method for an irrigation district, surface & groundwater water resources share, and distribution losses in Abshar Irrigation District.
Cite this article: Behzadi, F., & Hashemy Shahdany, S. M. (2023). Spatial Analysis of Agricultural Water Distribution to Specified the Surface and Groundwater Resources in the System of Environmental-Economic Water Accounting’s Physical Supply Table, Study Area of Abshar Irrigation District. Journal of Water and Irrigation Management, 13 (1), 105-121. DOI: https://doi.org/ 10.22059/jwim.2023.354716.1046
© The Author(s). Publisher: University of Tehran Press.
DOI: https://doi.org/ 10.22059/jwim.2023.354716.1046
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the Abshar Irrigation District
3 . 3 .
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Table 1. The modified version of the Physical Supply Table (physical units) of PSUTs in SEEA-Water frameworkfor irrigation and drainage districts & its customized and calculated parameters for the Abshar
Irrigation & Drainage District per individual crops
4 .
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. 6A
Wheat Melon Squash Onion Beans Clover Gardens
9240 277 462 2310 1925 327 970 15511
59.5706 1.7858 2.9785 14.8927 12.4105 2.1082 6.2536 100
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
20.9806 0.6290 1.0490 5.2451 4.3710 0.7425 2.2025 35.2197
20.9806 0.628963761 1.049029811 5.24514906 4.370957546 0.74249513 2.20250848 35.2197
3.87804784 0.116257495 0.193902392 0.96951196 0.807926633 0.1372426 0.40711108 6.5100
10.5467 0.3162 0.5273 2.6367 2.1972 0.3732 1.1072 17.7045
20.9806 0.6290 1.0490 5.2451 4.3710 0.7425 2.2025 35.2197
14.4247 0.4324 0.7212 3.6062 3.0052 0.5105 1.5143 24.2145
1.6390 0.0491 0.0819 0.4097 0.3415 0.0580 0.1721 2.7513
4.9169 0.1474 0.2458 1.2292 1.0244 0.1740 0.5162 8.2539
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
20.98060 0.62896 1.04903 5.24515 4.37096 0.74250 2.20251 35.21970
49.8510 1.4944 2.4925 12.4627 10.3856 1.7642 5.2333 83.6838
Cropping Pattern Cultivate d Are a (ha) Cropping Pate rn Cultivate d Area De ns ity (%)
6. Total supply of water ( = 4 + 5 ) (MCM) 7. Wate r cons umption ( = 3 - 6 ) of which (MCM) 5. Total returnes ( = 5.a + 5.b )
Into the e nvironme nt
Hydroelectric power generation Irrigation water
Mine water Urban runoff Cooling water
Losses in distribution because of leak ages (MCM) Treated wastewater
Other ( Losses in distribution not because of leak ages)
Operational Losses (MCM) - Drained to ENV.
5.a. To inland water resources
5.a.1. Surface water (Total Losses (MCM)) 5.a.2. Groundwater
5.a.3. Soil water
5.b. To other sources (e.g. sea water) 4. Supply of water to other economic units of which:
Within the e conomy
4.i. goes to Agriculture 4.ii. Goes to Manufacture Industry 4.iv. Goes to Services 4.v. goes to Households 4.a. Reused water
4.b. Wastewater to sewerage (Drainage Canals (MCM)) - Drained to Econ.
4.c. Desalinated water
B. Phys ical supply table (phys ical units) Agriculture 1-3
Total
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Ombilin River basin, Indonesia. Journal of Hydrology, 292(1-4), 1-22.
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