• Home
  • Browse
    • Current Issue
    • By Issue
    • By Author
    • By Subject
    • Author Index
    • Keyword Index
  • Journal Info
    • About Journal
    • Aims and Scope
    • Editorial Board
    • Publication Ethics
    • Peer Review Process
  • Guide for Authors
  • Submit Manuscript
  • Contact Us
 
  • Login
  • Register
Home Articles List Article Information
  • Save Records
  • |
  • Printable Version
  • |
  • Recommend
  • |
  • How to cite Export to
    RIS EndNote BibTeX APA MLA Harvard Vancouver
  • |
  • Share Share
    CiteULike Mendeley Facebook Google LinkedIn Twitter
JES. Journal of Engineering Sciences
arrow Articles in Press
arrow Current Issue
Journal Archive
Volume Volume 53 (2025)
Issue Issue 5
Issue Issue 4
Issue Issue 3
Issue Issue 2
Issue Issue 1
Volume Volume 52 (2024)
Volume Volume 51 (2023)
Volume Volume 50 (2022)
Volume Volume 49 (2021)
Volume Volume 48 (2020)
Volume Volume 47 (2019)
Volume Volume 46 (2018)
Volume Volume 45 (2017)
Volume Volume 44 (2016)
Volume Volume 43 (2015)
Volume Volume 42 (2014)
Volume Volume 41 (2013)
Volume Volume 40 (2012)
Volume Volume 39 (2011)
Volume Volume 38 (2010)
Volume Volume 37 (2009)
Volume Volume 36 (2008)
Volume Volume 35 (2007)
Volume Volume 34 (2006)
Ahmed, H., Gaber, M., Mohamed, H., El Sadek, W. (2025). Quantifying Seepage and Evaporation Loss Reductions through Canal Lining: A Field Study from Nakada, Egypt. JES. Journal of Engineering Sciences, 53(5), 199-214. doi: 10.21608/jesaun.2025.378449.1489
Hassan Ahmed; Muhammad Gaber; Hassan Mohamed; Wael El Sadek. "Quantifying Seepage and Evaporation Loss Reductions through Canal Lining: A Field Study from Nakada, Egypt". JES. Journal of Engineering Sciences, 53, 5, 2025, 199-214. doi: 10.21608/jesaun.2025.378449.1489
Ahmed, H., Gaber, M., Mohamed, H., El Sadek, W. (2025). 'Quantifying Seepage and Evaporation Loss Reductions through Canal Lining: A Field Study from Nakada, Egypt', JES. Journal of Engineering Sciences, 53(5), pp. 199-214. doi: 10.21608/jesaun.2025.378449.1489
Ahmed, H., Gaber, M., Mohamed, H., El Sadek, W. Quantifying Seepage and Evaporation Loss Reductions through Canal Lining: A Field Study from Nakada, Egypt. JES. Journal of Engineering Sciences, 2025; 53(5): 199-214. doi: 10.21608/jesaun.2025.378449.1489

Quantifying Seepage and Evaporation Loss Reductions through Canal Lining: A Field Study from Nakada, Egypt

Article 2, Volume 53, Issue 5, September and October 2025, Page 199-214  XML PDF (1.37 MB)
Document Type: Research Paper
DOI: 10.21608/jesaun.2025.378449.1489
View on SCiNiTO View on SCiNiTO
Authors
Hassan Ahmed email orcid 1; Muhammad Gaber2; Hassan Mohamed3; Wael El Sadek1
1Civil Engineering Dept., Faculty of Engineering, South Valley University, Qena, Egypt.
2Central Administration of Water Resources and Irrigation, MWRI, Qena, Egypt
3Civil Engineering Dept., Faculty of Engineering, Assiut University, Assiut, Egypt
Abstract
This study investigates the impact of canal lining on agricultural water efficiency in Nakada, Egypt, by analyzing seepage and evaporation losses. The study area irrigation network covers a length of 110 kilometers and serves an area of 98,600 hectares of agricultural land. Findings reveal a significant 81% reduction in seepage losses due to lining, reduction from an average of 4,776 m³/day in unlined sections to 906 m3/day in lined sections in the case of canals, annual working days (210 days). Using empirical formulas and field ponding tests, the study calibrated seepage models to reflect local soil and canal conditions. Furthermore, evaporation losses also recorded measurable improvement, underscoring the effectiveness of canal rehabilitation in enhancing water management. The study provides a reproducible framework for quantifying water savings in arid regions and offers data-driven recommendations for water policy and canal rehabilitation programs. While emphasizing long-term sustainability, operational efficiency, and the integration of field-based hydraulic assessments.
Keywords
Canal Lining; Seepage; Evaporation; Water Losses
Main Subjects
Civil Engineering: structural, Geotechnical, reinforced concrete and steel structures, Surveying, Road and traffic engineering, water resources, Irrigation structures, Environmental and sanitary engineering, Hydraulic, Railway, construction Management.
References
Abd-Elaty, I., Said, A. M., Abdelaal, G. M., Zeleňáková, M., Jandora, J., & Abd-Elhamid, H. F. (2021). Assessing the impact of lining polluted streams on groundwater quality: A case study of the eastern Nile delta aquifer, Egypt. Water (Switzerland), 13(12). https://doi.org/10.3390/w13121705

El Gamal, T., & Zaki, N. (2017). Egyptian irrigation after the Aswan high dam. Irrigated Agriculture in Egypt: Past, Present and Future, 47-79. ‏ https://doi.org/10.1007/978-3-319-30216-4_4

Baradei, S., & Sadeq, M. (2020). Effect of Solar Canals on Evaporation, Water Quality, and Power Production: An Optimization Study. Water, 12(8), 2103. https://doi.org/10.3390/W12082103

De Boer, J., Garrigues, P., Gu, J.-D., Jones, K. C., Knepper, T. P., Newton, A., & Sparks, D.L. (2019).TheHandbookofEnvironmentalChemistry. http://www.springer.com/series/698

Abd‐Elaty, I., Pugliese, L., Bali, K. M., Grismer, M. E., & Eltarabily, M. G. (2022). Modelling the impact of lining and covering irrigation canals on underlying groundwater stores in the Nile Delta, Egypt. Hydrological Processes, 36(1). https://doi.org/10.1002/hyp.14466

Nikiel, C. A., & Eltahir, E. A. B. (2021). Past and future trends of Egypt’s water consumption and its sources. Nature Communications, 12(1), 1–11. https://doi.org/10.1038/S41467-021-24747-9

Eltarabily, M. G., Eltarabily, M. G., Moghazy, H. E., & Negm, A. M. (2019). Assessment of slope instability of canal with standard incomat concrete-filled geotextile mattresses lining. Alexandria Engineering Journal, 58(4), 1385–1397. https://doi.org/10.1016/J.AEJ.2019.11.010

Elkamhawy, E., Zelenakova, M., Straface, S., Vranayová, Z., Negm, A. M., Scozzari, A., & Abd-Elaty, I. (2022). Seepage loss from unlined, lined, and cracked-lined canals: a case study of Ismailia canal reach from 28.00-49.00 Km, Egypt. In EGU General Assembly.

 https://doi.org/10.5194/egusphere-egu22-13134

Swamee, P. K., & Kashyap, D. (2003). Closure to “Design of Minimum Seepage-Loss Nonpolygonal Canal Sections.” Journal of Irrigation and Drainage Engineering-Asce, 129(1), 70.

 https://doi.org/10.1061/(ASCE)0733-9437(2003)129:1(70)

Martínez-Granados, D., Maestre-Valero, J. F., Calatrava, J., & Martínez-Alvarez, V. (2011). The Economic Impact of Water Evaporation Losses from Water Reservoirs in the Segura Basin, SE Spain. Water Resources Management, 25(13), 3153–3175.

https://doi.org/10.1007/S11269-011-9850-X

Ghazaw, Y. M. (2011). Design and analysis of a canal section for minimum water loss. Alexandria Engineering Journal, 50(4), 337–344. https://doi.org/10.1016/J.AEJ.2011.12.002

Abuzeid, T. S. (2021). Conveyance losses estimation for open channels in middle egypt case study: almanna main canal, and its branches. 49(1), 64–84. https://doi.org/10.21608/JESAUN.2021.57454.1027

Aly, A. M., Kitamura, Y., & Shimizu, K. (2013). Assessment of irrigation practices at the tertiary canal level in an improved system—a case study of Wasat area, the Nile Delta. Paddy and Water Environment, 11(1), 445–454. https://doi.org/10.1007/S10333-012-0335-1

Mupenzi, J. de la P., Li, L., Ge, J., Ngamije, J., Achal, V., Habiyaremye, G., & Habumugisha, J. de D. (2012). Water losses in arid and semi-arid zone: Evaporation, evapotranspiration and seepage. Journal of Mountain Science, 9(2), 256–261. https://doi.org/10.1007/S11629-012-2186-Z

Zhang, Q., Chai, J., Xu, Z., & Qin, Y. (2017). Investigation of Irrigation Canal Seepage Losses through Use of Four Different Methods in Hetao Irrigation District, China. Journal of Hydrologic Engineering, 22(3), 05016035. https://doi.org/10.1061/(ASCE)HE.1943-5584.0001470

Tabari, M. M. R., Tavakoli, S., & Mari, M. M. (2014). Optimal Design of Concrete Canal Section for Minimizing Costs of Water Loss, Lining and Earthworks. Water Resources Management, 28(10), 3019–3034. https://doi.org/10.1007/S11269-014-0652-9

Reyes, M. L. F., Reyes, M. L. F., David, W. P., Schultz, B., & Prasad, K. (2015). Assessment of the process, nature and impact of rehabilitation for development of a moderniZation strategy for national irrigation systems in the Philippines. Irrigation and Drainage, 64(4), 464–478.

 https://doi.org/10.1002/IRD.1910

Chauhan, M. K., & Ram, S. (2022). Rehabilitation of canal irrigation schemes in India: a qualitative analysis. Water Policy, 25(1), 59–68. https://doi.org/10.2166/wp.2022.237

Han, X., Wang, X., Zhu, Y., & Huang, J. (2021). A fully coupled three-dimensional numerical model for estimating canal seepage with cracks and holes in canal lining damage. Journal of Hydrology, 597, 126094. https://doi.org/10.1016/J.JHYDROL.2021.126094

Gujarati, K. B., Khasiya, R. B., Patel, J. N., Batliwala, B. J., & Ghandhy, S. S. (2014). Economics of Canal Lining for Trapezoidal Section. International Journal for Scientific Research and Development, 2(2), 144–146. http://www.ijsrd.com/Article.php?manuscript=IJSRDV2I2072       

Ashour, M., Sayed, T., & Atef, A. (2021). Water-Saving from Rehabilitation of Irrigation Canals Case Study: El-Sont Canal, Assiut Governorate. 2(3), 190–201.

https://doi.org/10.21608/AUJES.2021.89249.1034

Khattak, R. H., Aziz, F., Ur-Rahman, E., & Zaidi, F. (2015). Ichthyofauna of river Kabul at Nowshera, Khyber Pakhtunkhwa, Pakistan. International Journal of Fauna and Biological Studies, 2(1), 57–61. https://www.faunajournal.com/archives/2015.v2.i1.A.97/ichthyofauna-of-river-kabul-at-nowshera-khyber-pakhtunkhwa-pakistan

El-Molla, D. A., & El-Molla, M. A. (2021). Reducing the conveyance losses in trapezoidal canals using compacted earth lining. Ain Shams Engineering Journal, 12(3), 2453–2463.

 https://doi.org/10.1016/J.ASEJ.2021.01.018

Sadek, M., & Hagagg, K. (2020). Impact of reduced flow on 137Cs behavior in Ismailia Canal and surrounding groundwater systems. Environmental Science and Pollution Research, 27(35), 44279–44291. https://doi.org/10.1007/S11356-020-10242-Z

Hill, Robert, "How Well Does Your Irrigation Canal Hold Water?" (2000). All Current Publications. Paper 1330.https://digitalcommons.usu.edu/extension_curall/1330

Wang, G. Y., & Zhao, J. W. (2012). The Fuzzy Matter-Element Comprehensive Evaluation Model for Erosion Stability of Geocell Protection of Slope and its Application. Advanced Materials Research, 2945–2950. https://doi.org/10.4028/WWW.SCIENTIFIC.NET/AMR.594-597.2945

Costa, C. M. L., Zornberg, J. G., & Costa, Y. D. J. (2016). Reply from authors Costa, C. M. L., Zornberg, J. G., Y. D. J. Costa. “Centrifuge evaluation of the time-dependent behaviour of geotextile-reinforced soil walls.” Geotextiles and Geomembranes, 44(6),888–890.

 https://doi.org/10.1016/J.GEOTEXMEM.2016.05.003

Kishel, J. (1989). Seepage and contraction joints in concrete canal linings. Journal of Irrigation and Drainage Engineering, 115(3), 377–383.https://doi.org/10.1061/(ASCE)0733-9437(1989)115:3(37

] Ashour, M., Aly, T. E., Abu-Zaid, T. S., & Abdou, A. (2022). A comparative technical study for estimating seeped water from irrigation canals in the Middle Egypt (Case study: El-Sont branch canal network). Ain Shams Engineering Journal, 14(3), 101875. https://doi.org/10.1016/j.asej.2022.101875

Khairy, W. M., El-Motasem, M., Mehanna, A., & Hefny, K. (2019). Estimation of evaporation losses from water bodies in the Sudan and Ethiopia. 3(3), 233–246.

 https://doi.org/10.1007/S42108-019-00031-X

Wunderdround.com” https://www.wunderground.com/weather/eg/nakada  visited on 3 January 2025

Statistics
Article View: 1,286
PDF Download: 343
Home | Glossary | News | Aims and Scope | Sitemap
Top Top

Journal Management System. Designed by NotionWave.