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Journal articles on the topic 'Canal Seepage'

Author: Grafiati

Published: 4 June 2025

Last updated: 1 August 2025

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1

Han, Xudong, Xiugui Wang, Yan Zhu, et al. "An Experimental Study on Concrete and Geomembrane Lining Effects on Canal Seepage in Arid Agricultural Areas." Water 12, no. 9 (2020): 2343. http://dx.doi.org/10.3390/w12092343.

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Canal lining is commonly used to reduce seepage loss and increase water use efficiency. However, few studies have quantitatively estimated the seepage control effects of different lining materials under different service times. Ponding tests were conducted on the same canal section with four different lining statuses to investigate the canal lining effect on seepage control and its impact factors in arid areas. The cracks and holes in different lining materials were surveyed, and the canal seepage rates under the four test treatments were calculated by monitoring the water level change in the

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2

Yang, Kai Yun, Xiang Yu Li, Lin Hao Li, and Quan Long Li. "Research on Seepage Characteristics of Deep Cut Canal under Dewatering Well." Applied Mechanics and Materials 438-439 (October 2013): 588–92. http://dx.doi.org/10.4028/www.scientific.net/amm.438-439.588.

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In view of the problems of complex geological conditions with high underground water level, large permeability coefficient of soil and the presence of large seepage hazard of deep cut canal and deep foundation pit project of South-to-North Water Transfer Project, China, research on seepage characteristics of digging canals under dewatering well is carried out by finite element analysis, and the FORTRAN procedure is programmed. The three-dimensional finite element model of a digging canal is built, and the seepage field of the different conditions of the canal is simulated, the water head distr

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3

Zakir-Hassan, Ghulam, Muhammad Nawaz Bhutta, Jahangir Framroze Punthakey, Ghulam Shabir, and Marjan Aziz. "Impact of lining of irrigation canals on groundwater recharge: A case study from Punjab province in Indus River basin of Pakistan." International Journal of Sustainable Agricultural Research 11, no. 3 (2024): 88–99. http://dx.doi.org/10.18488/ijsar.v11i3.3890.

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The Canal irrigation network of Pakistan's Indus River Basin (IRB) is one of the world's largest gravity-flow networks, with a significant portion located in Punjab province. The conveyance, delivery, and application of this water to the irrigated crops in the basin result in the loss of more than 50% of its water. This loss of water from the irrigation system is a major source of recharge for the large alluvial aquifer underlying the IRB. Canal lining is carried out as a measure to reduce seepage losses from the conveyance system of irrigation water. On the other hand, canal lining is conside

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4

Koradiya, Kavita A., and Dr R. B. Khasiya Dr. R.B.Khasiya. "Estimate Seepage Losses in Irrigation Canal System." Indian Journal of Applied Research 4, no. 5 (2011): 252–55. http://dx.doi.org/10.15373/2249555x/may2014/74.

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5

Schmidt, Robert D., and R. Garth Taylor. "Evaluating a Water Conservation Response to Climate Change in the Lower Boise River Basin." Water Economics and Policy 02, no. 03 (2016): 1650012. http://dx.doi.org/10.1142/s2382624x16500120.

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Aquifers created or sustained by seepage losses from Bureau of Reclamation (Reclamation) Projects extend over vast areas of western states. Yet agricultural water conservation measures such as canal lining top the list of State and Federal policies for mitigating the effect of water shortages brought about by climate change. Cost benefit analysis (CBA) of new Reclamation water conservation infrastructure such as canal lining or piping is too often Project-specific, and detached from basin hydrology. The value of canal seepage as a positive externality is thus ignored in CBA. A basin-wide appro

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6

Weimer, N. F. "Use of polyvinyl chloride liners for large irrigation canals in Alberta." Canadian Geotechnical Journal 24, no. 2 (1987): 252–59. http://dx.doi.org/10.1139/t87-030.

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In 1982, the Government of Alberta began a program to rehabilitate and expand existing irrigation headworks systems within southern Alberta. Particular emphasis was placed on effectively minimizing future seepage from these canal systems. To fulfill this requirement, Alberta Environment undertook an extensive study of methods of seepage control that would be most appropriate for use in this program. The study concluded that the installation of a complete canal buried membrane lining was one of the most effective methods for controlling seepage. The geomembrane material selected for use as the

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7

Luo, Yufeng, Kaihua Bai, Seydou Traore, et al. "Determining Seasonal Canal Seepage Using Stage-Seepage Relationship." Irrigation and Drainage 65, no. 3 (2016): 334–40. http://dx.doi.org/10.1002/ird.1960.

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8

Yang, Xu Liang, Ri Chen Ji, Wen Wen Bai, and Xi Chen. "Steady Seepage Analysis of the Filled Channel Slope with Anisotropy." Advanced Materials Research 1033-1034 (October 2014): 411–15. http://dx.doi.org/10.4028/www.scientific.net/amr.1033-1034.411.

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Middle Route of South-to-North Water Transfer Project main canal is grand supplied channel, it has the high requirements for transfer water reliability, so seepage control is particularly important for the channel slope along canal. According to conditions of seepage field and transformed relations of permeability coefficient to respectively simulate the seepage of channel slope with the homogeneous isotropic seepage field and the homogeneous anisotropic seepage field, the mathematical model and finite element model were created for the seepage of the filled channel slope with stratified and r

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9

Ashour, Mohamed A., Mahmoud S. Abdel Nasser, and Tarek S. Abu-Zaid. "Field Study to Evaluate Water Loss in the Irrigation Canals of Middle Egypt: A Case Study of the Al Maanna Canal and Its Branches, Assiut Governorate." Limnological Review 23, no. 2 (2023): 70–92. http://dx.doi.org/10.3390/limnolrev23020005.

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Egyptian policymakers and researchers have been working to address the challenge of bridging the gap between limited water resources and the growing population’s needs for agricultural and food production. The National Great Project for Lining and Rehabilitation of All Open Canals of the Irrigation Network aims to reduce irrigation water losses through seepage, evaporation, and evapotranspiration. This study evaluated water losses from the Al Maanna canal network in the Assiut governorate, Middle Egypt, using empirical formulas and field ponding methods. The results show the Moleth–Worth formu

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10

Choudhary, Rishianand. "Estimation and Canal Conveyance Losses in Pune District." International Journal for Research in Applied Science and Engineering Technology 9, no. VI (2021): 1526–34. http://dx.doi.org/10.22214/ijraset.2021.35361.

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Water is a very precious natural resource. When this precious resource moves through the canals certain part of the water is lost by seepage, evaporation etc. This loss is known as conveyance loss. In present paper, study of Nira Left Bank Canal (NLBC) is done which is situated in Pune district. Total length of canal is 162 Km out of which 30 Km is our study area. Discharge calculations at the head of canal and at 30th Km is done, two standing wave flumes are present at these two locations. Since last few decades, the extensive underutilization has been found in canal irrigation. This issue co

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11

Cui, Hao dong, Jia Fa zhang, Guo Sheng zhu, De Xu Wu, Wei Zhang, and Jin Long Wang. "Optimization Study on Drainage System for Canal of Middle Route Project of SNWT in Expansive Soil Area with High Groundwater Level." Applied Mechanics and Materials 580-583 (July 2014): 2023–28. http://dx.doi.org/10.4028/www.scientific.net/amm.580-583.2023.

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The seepage field regulation is important for the stability canal liner plate and slope for along the Middle Route of the South-to-North Water Transfer Project, especially for stretches excavated in expensive soil area with groundwater level. In order to analyzing the rationality and efficiency of seepage regulation measures comprehensively, a typical section was modeled, and the seepage field was simulated with the 3D finite element technology. The distribution of seepage field was analyzed and the seepage control measures were compared. The results show that water pressure on the underside o

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12

Rehman, Ali, and Majid Ali. "Concrete canals lining with modern materials: A Review of hybrid fiber reinforced concrete." Journal of Asian Concrete Federation 9, no. 2 (2023): 1–32. http://dx.doi.org/10.18702/acf.2023.9.2.1.

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Water losses in irrigation canals occur during the process of water transportation, with seepage loss being the main contributor to total water loss in irrigation conveyance. Cracks and settlement are the most problematic factors affecting canal lining structures, leading to reduced performance of irrigation canals due to issues such as sediment deposition, waterlogging, and leakage. Seepage losses typically range from 20 % - 30 %, but this can be reduced to 15 % - 20 % with the use of canal lining. However, the concrete lining structure, being a thin plate, is prone to high rates of cracking,

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13

Aslam, Muhammad, Muhammad Umer Shehzad, Ahsan Ali, et al. "Seepage and Groundwater Numerical Modelling for Managing Waterlogging in the Vicinity of the Trimmu–Sidhnai Link Canal." Infrastructures 7, no. 10 (2022): 144. http://dx.doi.org/10.3390/infrastructures7100144.

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The present study focused on the development and application of two computer numerical models, namely, a seepage model developed using SEEP/W software and a groundwater model developed using Visual MODFLOW software. The seepage model was applied to a 38 km length of the tail reach of the Trimmu–Sidhnai (T-S) link canal passing through a severely waterlogged area of 32,000 ha, with a water table within 0–1.5 m from the ground surface; this was to quantify the canal seepage under the present condition (without any intervention) and with the interventions of a concrete lining of the complete pris

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14

Yussuff, Sheik M. H., H. S. Chauhan, Manoj Kumar, and V. K. Srivastava. "Transient Canal Seepage to Sloping Aquifer." Journal of Irrigation and Drainage Engineering 120, no. 1 (1994): 97–109. http://dx.doi.org/10.1061/(asce)0733-9437(1994)120:1(97).

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15

Wolde‐Kirkos, Abate T., and A. S. Chawla. "Seepage from Canal to Asymmetric Drainages." Journal of Irrigation and Drainage Engineering 120, no. 5 (1994): 949–56. http://dx.doi.org/10.1061/(asce)0733-9437(1994)120:5(949).

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16

Burt, Charles M., Sierra Orvis, and Nadya Alexander. "Canal Seepage Reduction by Soil Compaction." Journal of Irrigation and Drainage Engineering 136, no. 7 (2010): 479–85. http://dx.doi.org/10.1061/(asce)ir.1943-4774.0000205.

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17

Rao, N. H. "Seepage losses from canal irrigation schemes." International Journal of Water Resources Development 6, no. 1 (1990): 55–62. http://dx.doi.org/10.1080/07900629008722450.

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18

Patil, Rahul. "Design of Canal by Closing out Debits of Current Canal System." International Journal for Research in Applied Science and Engineering Technology 9, no. VI (2021): 2231–37. http://dx.doi.org/10.22214/ijraset.2021.35463.

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Canals are natural streams channels, or manmade streams, for water movement, or to support water movement, or to support water transport vehicles. Fundamental capacity of waterway is to convey water from water assets for irrigation or domestic utilization of water. The whole water movement framework for water system, containing the fundamental channel, branch waterways, major and minor distributaries. Water is a valuable asset. It is needed by human in doing distinctive day by day exercises. This valuable asset while going through the canal is lost from the channels through leakage from the si

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19

Elkamhawy, Elsayed, Martina Zelenakova, and Ismail Abd-Elaty. "Numerical Canal Seepage Loss Evaluation for Different Lining and Crack Techniques in Arid and Semi-Arid Regions: A Case Study of the River Nile, Egypt." Water 13, no. 21 (2021): 3135. http://dx.doi.org/10.3390/w13213135.

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Owing to the potential negative impacts of climatic changes and the grand Ethiopian renaissance dam, water scarcity has become an urgent issue. Therefore, the Egyptian Ministry of Water Resources and Irrigation has started a national project of the lining and rehabilitation of canals, to reduce seepage losses and for efficient water resource management. This study presents a new approach for assessing three different lining and crack techniques for the Ismailia canal, the largest end of the river Nile, Egypt. A 2-D steady state seep/w numerical model was developed for the Ismailia canal sectio

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20

Shahkohali, Amir, and Kent von Maubeuge. "How GCLs can help create more efficient waterways?" E3S Web of Conferences 368 (2023): 03007. http://dx.doi.org/10.1051/e3sconf/202336803007.

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Commercial, agricultural, and recreational canals continue to be important economic drivers in many countries. A wide range of geosynthetic products, such as geotextiles, geomembranes, and geosynthetic clay liners (GCL), help create more efficient waterways. Barrier geosynthetics such as GCLs are used to improve canal performance in numerous applications. For example, for irrigation canals, geosynthetic lining systems prevent seepage loss into soils. This improves the economics and sustainability of the irrigation system. The geosynthetic barrier also optimizes water flow in the canal network.

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21

El-Ghandour, Hamdy A., Emad Elbeltagi, and Mohamed E. Gabr. "Design of irrigation canals with minimum overall cost using particle swarm optimization – case study: El-Sheikh Gaber canal, north Sinai Peninsula, Egypt." Journal of Hydroinformatics 22, no. 5 (2020): 1258–69. http://dx.doi.org/10.2166/hydro.2020.199.

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Abstract Nowadays, the scarcity of freshwater sources, climate change and the deterioration of freshwater quality have a great impact on the lives of human beings. As such, improving the design of irrigation canals will reduce water losses through evaporation and seepage. In this paper, particle swarm optimization (PSO) is used to determine the optimum design of irrigation canals' cross-sections with the objective to minimize the overall costs. The overall costs include the costs of earthwork, lining, and water loss by both seepage and evaporation. The velocity constraints for sedimentation an

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22

Khazaal, Ruaa M., and Maysam Th AI-Hadidi. "Use Artificial Neural Networks to Predict Seepage in the Hilla Canal Regulator." Journal of Engineering 30, no. 11 (2024): 185–99. http://dx.doi.org/10.31026/j.eng.2024.11.11.

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The variation in the seepage under hydraulic structures significantly impacts their stability and effective water management, especially considering recent water scarcity challenges. This paper aims to calculate seepage and investigate the hydraulic performance of the Al-Hilla canal regulator's foundation. The methodology involves constructing a model (SEEP/W) and comparing its results with one-site piezometer readings. Using a mixed-methods approach, this study integrates software modelling and statistical analysis techniques. This study integrates software modelling and statistical analysis

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23

Zhao, Siyuan, Jing Chen, Dan Chen, et al. "Optimizing Terminal Water Management in Irrigation District Using Water Balance and Genetic Algorithm." Agronomy 14, no. 12 (2024): 2987. https://doi.org/10.3390/agronomy14122987.

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Water delivery management in China’s irrigation districts has traditionally prioritized the main canal system, often overlooking the water-saving potential of the final canals and field irrigation, which offer substantial opportunities to enhance water use efficiency and conserve agricultural water resources. This study summarizes and defines the integrated water management of final canals and field irrigation as terminal water management. An optimization method was developed to improve terminal water management, which includes optimizing irrigation quotas based on water balance and scheduling

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24

Rehman, Ali, and Majid Ali. "Optimization of Hybrid Fiber-Reinforced Concrete for Controlling Defects in Canal Lining." Materials 17, no. 16 (2024): 4000. http://dx.doi.org/10.3390/ma17164000.

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Losses in irrigation canals occur during the process of water transportation. In irrigation conveyance water losses, seepage loss is the main contributor to total water loss. The most problematic factors are cracks and settlement of the lined canal in canal lining structures. Water loss occurs in earth channels, mainly due to erosion and the permeability of the material. The concrete, as it does not present cracks, will have a less impermeable layer. Usually, seepage loss comprises 20–30% of the total water loss, and it can be reduced to 15–20% with canal linings. By enhancing the flexure and

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25

Swamee, Prabhata K., Govinda C. Mishra, and Bhagu R. Chahar. "Design of Minimum Seepage Loss Canal Sections." Journal of Irrigation and Drainage Engineering 126, no. 1 (2000): 28–32. http://dx.doi.org/10.1061/(asce)0733-9437(2000)126:1(28).

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26

Hotchkiss, R. H., C. B. Wingert, and W. E. Kelly. "Determining Irrigation Canal Seepage with Electrical Resistivity." Journal of Irrigation and Drainage Engineering 127, no. 1 (2001): 20–26. http://dx.doi.org/10.1061/(asce)0733-9437(2001)127:1(20).

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27

Atmapoojya, Sohan L., Ramesh N. Ingle, A. R. Kacimov, Prabhata K. Swamee, Govinda C. Mishra, and Bhagu R. Chahar. "Design of Minimum Seepage Loss Canal Sections." Journal of Irrigation and Drainage Engineering 127, no. 3 (2001): 189–92. http://dx.doi.org/10.1061/(asce)0733-9437(2001)127:3(189).

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28

Alam, M. M., and M. N. Bhutta. "Comparative evaluation of canal seepage investigation techniques." Agricultural Water Management 66, no. 1 (2004): 65–76. http://dx.doi.org/10.1016/j.agwat.2003.08.002.

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29

Kumar, Bimlesh, Gopu Sreenivasulu, and Achanta Ramakrishna Rao. "Regime relationships of alluvial canal with seepage." Journal of Hydraulic Research 48, no. 3 (2010): 315–19. http://dx.doi.org/10.1080/00221681003726346.

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30

Sun, Jing Lu, Bin Zhang, and Shou Jie Zhang. "Research on Structure Design of U Type Canal of Seepage-Proofing." Applied Mechanics and Materials 580-583 (July 2014): 2033–36. http://dx.doi.org/10.4028/www.scientific.net/amm.580-583.2033.

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New U (moment) implements the optimum water section of rectangular slot structure, besides all advantages of the traditional U and T-shaped slot in the canal seepage, also has advantages of reducing covers area of higher performance and price ratio. The kind of canal seepage control structure is upgrading products of the traditional U and T-shaped slot. In this paper, through design research on new U (moment) slot structure, giving U (moment) slot structure size, it can provide technical support for the product development of new type U (moment).

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31

Ervina, Haiki Mart Yupi, and Dwi Anung Nindito. "Uji Model Fisik Stabilitas Bangunan Sekat Kanal Bentang 5 Meter dengan Material Konstruksi Terbuat dari Kayu." Basement : Jurnal Teknik Sipil 1, no. 1 (2023): 74–82. http://dx.doi.org/10.36873/basement.v1i1.8226.

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Forest and land fires are one of the most concerning incidents. One effort to overcome this problem is to reblocktheexistingcanalsusingablock/damsystem.Itishopedthatthewaterlevelinthecanalsonpeatlands canbeincreasedsoastoreducetheriskoffiresduringthedryseason.However,theinformationavailable regarding canal blocking is still very limited. This study aims to determine the stability of canal blockingstructures against shear, stability of overthrowning force and seepage by conducting physical model tests.This research method uses the observation method. The research location was carried out in the

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32

El-Molla, Doaa A., and Mohamed A. El-Molla. "Seepage losses from trapezoidal earth canals with an impervious layer under the bed." Water Practice and Technology 16, no. 2 (2021): 530–40. http://dx.doi.org/10.2166/wpt.2021.010.

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Abstract Seepage of irrigation water from earth canals is one of the most significant causes of water loss. It should be carefully studied and controlled. This research aims to study the effect of the presence of an impervious layer under the bed of trapezoidal earth canals on the amount of seepage discharge. The finite element numerical model SEEP2D is used in the study. Different scenarios for the canal's dimensions and side slopes are considered. Various values for the vertical distance between the canal's bed and the impervious layer are also studied. The numerical model's results are veri

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33

Balmikee Kumar Yadav, Balmikee Kumar Yadav, and Dr Abhijeet Kumar Shrivastava Dr. Abhijeet Kumar Shrivastava. "Different Quality Index of Irrigation Water From canal of Sone River." Journal of Advances in Science and Technology 20, no. 2 (2024): 43–46. http://dx.doi.org/10.29070/z0pxg961.

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The purpose of this research was to examine the Different quality index of irrigation watercanal of Sone river. A canal is a man-made waterway dug to provide farms with irrigation supplies. Thewater is obtained from a lake, pond, river, or reservoir. In order to combat water erosion and seepage,canals may be constructed from concrete, brick, or a flexible stone. Irrigating land using a canal andassociated irrigation system is a time-tested and cost-effective strategy. The height of the water canalintake diagrams. Irrigation systems in fields rely on water drawn from reservoirs, such as ponds a

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34

Sanaullah, Muhammad, Xiuquan Wang, Sajid Rashid Ahmad, Kamran Mirza, Muhammad Qasim Mahmood, and Muhammad Kamran. "Optimized Irrigated Water Management Using Numerical Flow Modeling Coupled with Finite Element Model: A Case Study of Rechna Doab, Pakistan." Water 15, no. 23 (2023): 4193. http://dx.doi.org/10.3390/w15234193.

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The fate of agriculture in Pakistan is predominantly concerned with excessive water mining threats to the subsurface water resources. The current study integrates the Visual MODFLOW-2000 application to estimate the water balance of an aquifer bounded by the Chenab River in the West and the Ravi River in the East, which covers an area of about 2.98 million hectares. An assimilated method of groundwater flow is employed to characterize the flow dynamics of the Rechna Doab aquifer. The Digital Elevation Model (DEM) produced by the Shuttle Radar Topography Mission (SRTM) and a mesh of discretized

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35

Sun, Jing Lu, Li Jia Liu, and Bing Zhang. "Product Exploitation of U-Shaped Canal of Channels Anti-Seepage." Advanced Materials Research 1048 (October 2014): 584–87. http://dx.doi.org/10.4028/www.scientific.net/amr.1048.584.

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In order to solve the problem of the traditional u-shaped canal, including of size small, joint bad problems, water penetration, and bad ability of frost resistance, this paper launched preliminary research of a new u-shaped product development. Length of new canal products is twice; steel fiber of coated copper can increase resistance of rust and crack than traditional U-shaped canal. Hydro-expansive rubber of Putty type was applied to improve the compatibility of deformation joint and improve the permeability resistance. The best filling cross-section rectangle is truly adopted, not only hav

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Zhang, Ling Mei. "Study on Geosynthetics in Canal Seepage Control Project." Applied Mechanics and Materials 329 (June 2013): 40–44. http://dx.doi.org/10.4028/www.scientific.net/amm.329.40.

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The geomembrane material because of its impermeability to adapt to form strong, light weight, corrosion resistance, convenient construction, low cost, is one of the main materials engineering seepage control. The following introduces the common geomembrane materials selection and construction procedures and precautions, and proposed a combination of composite impermeable geomembrane material and other impermeable forms and materials practice.

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Kishel, Jeff. "Seepage and Contraction Joints in Concrete Canal Linings." Journal of Irrigation and Drainage Engineering 115, no. 3 (1989): 377–83. http://dx.doi.org/10.1061/(asce)0733-9437(1989)115:3(377).

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38

Swamee, Prabhata K., and Deepak Kashyap. "Design of Minimum Seepage-Loss Nonpolygonal Canal Sections." Journal of Irrigation and Drainage Engineering 127, no. 2 (2001): 113–17. http://dx.doi.org/10.1061/(asce)0733-9437(2001)127:2(113).

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39

Katibeh, Homayoon. "Seepage from Lined Canal Using Finite-Element Method." Journal of Irrigation and Drainage Engineering 130, no. 5 (2004): 441–44. http://dx.doi.org/10.1061/(asce)0733-9437(2004)130:5(441).

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40

Hossain, MZ Siddiqui MB Razzaq MA Islam MA Hasan MM and Ferdous M. "Performance evaluation of a shallow tubewell irrigation project." International Journal of Natural and Social Sciences 7, no. 1 (2020): 76–85. https://doi.org/10.5281/zenodo.5087575.

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An attempt was made to evaluate the performance of a shallow tubewell (STW) irrigation project situated at the village Boira near BAU campus in Mymensingh district. The performances were evaluated by collecting data on some technical parameters. Data on actual tubewell discharge, command area, daily operations hours and crop yield were collected. By using these data, technical parameters like water loss in the canal, duty, command area ratio, water use efficiency and water management efficiency were determined. The discharge of the STW was found to be 8.91 lps. Conveyance loss of the project w

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41

Kulkarni, A. A., and R. Nagarajan. "Hydrospatial Modelling and Simulations for Assessing the Irrigation Canal Conveyance Losses." Modelling and Simulation in Engineering 2019 (March 31, 2019): 1–7. http://dx.doi.org/10.1155/2019/1803748.

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Since last few decades, the extensive underutilization has been found in canal irrigation. This issue constitutes the serious lacuna in irrigational planning which often depicts the major problem about optimal water use. As per FAO Aquastat 2015 records for India, out of 91% of water utilized for agriculture purpose, 45% is getting lost under different types of conveyance losses from dam headworks till farms. The conveyance losses constitute the seepage and evaporation losses. Out of these, seepage is a quite significant loss in most of the water conveyance systems. Estimating conveyance losse

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42

Khan, Namra, and Safdar Hussain. "Precision Agriculture Technologies; The Socioeconomic Determinants Of The Canal Lining Adoption." Migration Letters 21, S10 (2024): 836–58. http://dx.doi.org/10.59670/ml.v21is10.10585.

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Pakistan being an agricultural-based economy, needs to pull-out of the problems related to the agriculture sector. Irrigation system of Pakistan has leads to various seepage losses from the canals. The canal seepage leads to various problems including salinity and the waterlogging, ultimately devastate the land and its agriculture use. This study explores the causes of the water loss before the canal lining and its impact on the agriculture productivity, along with the[1] socioeconomic impact of the canal lining on the farmers and relevant respondents. The targeted area of the study was the ag

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43

Xu, Xinyong, Wenjie Xu, Chenlong Xie, and Mohd Yawar Ali Khan. "Prediction of the Long-Term Performance Based on the Seepage-Stress-Damage Coupling Theory: A Case in South-to-North Water Diversion Project in China." Applied Sciences 11, no. 23 (2021): 11413. http://dx.doi.org/10.3390/app112311413.

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The South-to-North Water Diversion Project has been in operation since 2014, directly benefiting more than 79 million people in China. Thus, its service life and long-term performance have gained much attention from scholars. To predict its life and performance, this study used the seepage/stress-damage coupling method. In addition, a seepage/stress-damage coupling theory was proposed and a finite element model of a deep excavated canal in the Xichuan Section of the South-to-North Water Diversion Project was established. The results showed that this canal subsided greatly in the first two year

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N., J. SATHE, S. ASWAR D., S. NIKAM S., and S. NAGAWADE A. "CALCULATION OF CANAL LOSSES IN NIRA LEFT BANK CANAL AND SUITABLE METHOD TO REDUCE IT." IJIERT - International Journal of Innovations in Engineering Research and Technology 5, no. 9 (2018): 10–14. https://doi.org/10.5281/zenodo.1438798.

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Water is a very precious natural resource. When this precious resource moves through the canals certain part of the water is lost by seepage, evaporation etc. This loss is known as conveyance loss. In present paper, study of Nira Left Bank Canal (NLBC) is done which is situated in Pune district. Total length of canal is 162 Km out of which 30 Km is our study area. Discharge calculations at the head of canal and at 30th Km is done, two standing wave flumes are present at these two locations. Percentage loss in discharge is calculated and to reduce these losses Cement Concrete Lining is suggeste

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Hanumanthanaik, Doddamani, and Babu Giriya Gowda. "A STUDY ON THE SEASONAL TREND OF PHYSICOCHEMICAL PARAMETERS OF MINOR-RAYA CANAL WATER OF TUNGABHADRA DAM HOSPET, KARNATAKA, INDIA." Journal of Advanced Scientific Research 13, no. 07 (2022): 99–113. http://dx.doi.org/10.55218/jasr.2022137112.

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   During Vijayanagara dynasty (about 400 years back), Raya canal has been built and serving the irrigation needs of the local population of the Hospet Taluk of Bellary district, Karnataka, India. The urban development of Hospet town has been taken place right up to the canal boundary and in certain places; the canal land has also been encroached. A large number of open channels and pipelines etc., have been directly connected to the canal and at many locations, the canal plays an important role as a drainage line or seepage disposal point. The canal water is polluted from di

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Hoobi Irzooki, Raad, Ammar Saleem Khazaal, and Zaid Imad Mohammed. "Magnetic Water Effect on Concrete Properties of Canal Lining." International Journal of Engineering & Technology 7, no. 4.20 (2018): 194. http://dx.doi.org/10.14419/ijet.v7i4.20.25925.

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The present research investigated the magnetic field effect on the properties of tap water and the magnetic water effect on some properties of the concrete used for irrigation canal lining, so, for this purpose, the absorption and seepage features of concrete will be studied. The magnetic water was obtained by passing the tap water through magnetized devices with three different intensities (3000, 5000, and 7000) Gauss for 120 minutes. Some properties of magnetized water such as surface tension, viscosity, conductivity, TDS, and pH were studied. The results show that the surface tension, visco

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Sharief, S. M. V., and Mohammad Zakwan. "Comparative analysis of seepage loss through different canal linings." International Journal of Hydrology Science and Technology 1, no. 1 (2021): 1. http://dx.doi.org/10.1504/ijhst.2021.10037172.

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Sharief, S. M. V., and Mohammad Zakwan. "Comparative analysis of seepage loss through different canal linings." International Journal of Hydrology Science and Technology 12, no. 4 (2021): 490. http://dx.doi.org/10.1504/ijhst.2021.118320.

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ABHIJIT, DEKA. "UNSATURATED SEEPAGE MODELING OF LINED CANAL USING SEEP/W." i-manager’s Journal on Civil Engineering 8, no. 1 (2018): 8. http://dx.doi.org/10.26634/jce.8.1.14007.

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Hamza, M. S., A. I. M. Aly, A. A. Nada, M. A. Awad, and F. M. Swailem. "Estimation of Seepage from Ismailia Canal using Iodine-131." Isotopenpraxis Isotopes in Environmental and Health Studies 24, no. 3 (1988): 110–14. http://dx.doi.org/10.1080/10256018808623916.

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