The Effect of Lining Hydraulic Properties on the Efficiency and Cost of Irrigation Canal Reconstruction

Abstract Irrigation canals play an important role in the economic development of Uzbekistan which is located in arid zone and shared user of transboundary water resources. Almost 75% of the irrigation network in Uzbekistan is unlined that subject to some natural processes such as vegetation, erosion, sedimentation, and seepage. The efficiency of the irrigation networks in Uzbekistan is about 63%. Lining of canals is the major protection measure against water scarcity for Uzbekistan. This study aims to investigate how the hydraulic properties of different lining materials such as geomembrane, concrete, asphalt, sand mixed bentonite and stone pitching affect the rehabilitation cost of canals. In this study, field data and hydrodynamic model HEC-RAC are applied for analyzing the use of different lining materials on the efficiency of the canal and then the costs of rehabilitation were compared. To apply the hydrodynamic model HEC-RAS, the flow and bathymetric parameters were measured by employing the acoustic Doppler current profiler system for a reach of length 1.0 km in the Tashkent magistral canal. The obtained R 2 between modeled and measured data equals to 0.86. The use of different lining materials such as geomembrane, concrete, asphalt, sand mixed bentonite and stone pitching affect the channel geometry with different ranges from 21.69 to 34.41 per running meter (RMT). With different cross-sectional values, rehabilitation of the first reach of Toshkent magistral canal costs about $ 260, 688, 536, 286, 210 thousand respectively. For the point of lifetime, geomembrane then concrete, and stone pitching showed the minimum annual coverage value of $ 32, 46, 10 thousand per year, respectively. Stone pitching with the longest durability is the most efficient technique to improve water-use efficiency of Toshkent magistral canal. This study could help the policy makers to select the best material for lining based on the lifetime, cost and durability. Moreover, the efficiency of the irrigation networks will increase that play important role in water resources management.

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Publication Details

Journal
Water Resources Management
Published
2025-04-22
DOI
https://doi.org/10.1007/s11269-025-04218-2
Citations
1
Primary Topic
Hydraulic flow and structures
Type
article
Field-Weighted Citation Impact
0.95

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article

The Effect of Lining Hydraulic Properties on the Efficiency and Cost of Irrigation Canal Reconstruction

Hany Farhat Abd-Elhamid, Marcela Bindzárová Gergeľová, Davronjon Allayorov, Martina Zeleňáková et al.
1 citations
Water Resources Management
Hydraulic flow and structures
0.95
article

The Effect of Lining Hydraulic Properties on the Efficiency and Cost of Irrigation Canal Reconstruction

Hany Farhat Abd-Elhamid, Marcela Bindzárová Gergeľová, Davronjon Allayorov, Martina Zeleňáková, Alisher Fatxulloyev, Aybеk Arifjanov
article en
1 citations

Abstract

Abstract Irrigation canals play an important role in the economic development of Uzbekistan which is located in arid zone and shared user of transboundary water resources. Almost 75% of the irrigation network in Uzbekistan is unlined that subject to some natural processes such as vegetation, erosion, sedimentation, and seepage. The efficiency of the irrigation networks in Uzbekistan is about 63%. Lining of canals is the major protection measure against water scarcity for Uzbekistan. This study aims to investigate how the hydraulic properties of different lining materials such as geomembrane, concrete, asphalt, sand mixed bentonite and stone pitching affect the rehabilitation cost of canals. In this study, field data and hydrodynamic model HEC-RAC are applied for analyzing the use of different lining materials on the efficiency of the canal and then the costs of rehabilitation were compared. To apply the hydrodynamic model HEC-RAS, the flow and bathymetric parameters were measured by employing the acoustic Doppler current profiler system for a reach of length 1.0 km in the Tashkent magistral canal. The obtained R 2 between modeled and measured data equals to 0.86. The use of different lining materials such as geomembrane, concrete, asphalt, sand mixed bentonite and stone pitching affect the channel geometry with different ranges from 21.69 to 34.41 per running meter (RMT). With different cross-sectional values, rehabilitation of the first reach of Toshkent magistral canal costs about $ 260, 688, 536, 286, 210 thousand respectively. For the point of lifetime, geomembrane then concrete, and stone pitching showed the minimum annual coverage value of $ 32, 46, 10 thousand per year, respectively. Stone pitching with the longest durability is the most efficient technique to improve water-use efficiency of Toshkent magistral canal. This study could help the policy makers to select the best material for lining based on the lifetime, cost and durability. Moreover, the efficiency of the irrigation networks will increase that play important role in water resources management.

Water Resources ManagementVol. 39(11)
Technical University of Košice (SK), Zagazig University (EG), Tashkent Institute of Irrigation and Agricultural Mechanization Engineers (UZ)
Slovak Academic Information Agency, Agentúra na Podporu Výskumu a Vývoja
Openalex Percentile: Top 27%
Hydraulic flow and structures
0.95
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