Assessing the impacts of canal rehabilitation and lining on groundwater conditions

References

• 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), e14466. doi:10.1002/hyp.14466
   Web of Science ®Google Scholar
• Abu-Zeid, T. S. (2021). Compatibility between Canals Lining Methods and Sites Conditions Case Study: Al-Khofoog Canal, El-Minia. MEJ- Mansoura Engineering Journal, 46(3), 1–9. doi:10.21608/BFEMU.2021.184346
   Google Scholar
• Aldea, C. M., Shah, S. P., & Karr, A. (1999). Permeability of cracked concrete. Materials and Structures/Materiaux Et Constructions, 32(5), 370–376. doi:10.1007/BF02479629
   Google Scholar
• Ali, H. M. (1990). Seepage from imperfectly lined canals ( Master thesis). Faculty of Engineering Cairo University.
   Google Scholar
• Barkhordari, S., Shahadany, S. H., Taghvaeian, S., Firoozfar, A. R., & Maestre, J. M. (2020). Reducing losses in earthen agricultural water conveyance and distribution systems by employing automatic control systems. Computers and Electronics in Agriculture, 168, 105122. doi:10.1016/J.COMPAG.2019.105122
   Web of Science ®Google Scholar
• El-Fakharany, M. A., & Mansour, N. M. (2009). Assessment of water resources quality at the southeastern part of the Nile Delta, Egypt. The International Conference on Water Conservation in Arid Regions (pp. 12–14). https://www.researchgate.net/profile/M-A-El-
   Google Scholar
• 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. EGU General Assembly Conference Abstracts (pp. EGU22–13134). doi:10.5194/EGUSPHERE-EGU22-13134
   Google Scholar
• El-Nashar, W. Y., & Elyamany, A. H. (2018). Value engineering for canal tail irrigation water problem. Ain Shams Engineering Journal, 9(4), 1989–1997. doi:10.1016/j.asej.2017.02.004
   Web of Science ®Google Scholar
• El-Rawy, M., Abdalla, F., & El Alfy, M. (2019). Water resources in Egypt. InThe geology of Egypt (pp. 687–711). Cham: Springer International Publishing. doi:10.1007/978-3-030-15265-9_18
   Google Scholar
• Eltarabily, M. G., Elshaarawy, M. K., Elkiki, M., & Selim, T. (2023). Modeling surface water and groundwater interactions for seepage losses estimation from unlined and lined canals. Water Science, 37(1), 315–328. doi:10.1080/23570008.2023.2248734
   Google Scholar
• Food and Agriculture Organization (FAO). (1986). The organization and maintenance of irrigation schemes. Chapter 6 (Maintenance service). https://www.fao.org/3/X5647E/x5647e0a.htm
   Google Scholar
• Gad, M., Abdelhaleem, H. M., & Oas, W. (2023). Forecasting the seepage loss for lined and un-lined canals using artificial neural network and gene expression programming. Geomatics, Natural Hazards and Risk, 14(1), 2221775. doi:10.1080/19475705.2023.2221775
   Web of Science ®Google Scholar
• Ghazaw, Y. M. (2011). Design and analysis of a canal section for minimum water loss. Alexandria Engineering Journal, 50(4), 337–344. doi:10.1016/J.AEJ.2011.12.002
   Google Scholar
• Han, X., Wang, X., Zhu, Y., Huang, J., Yang, L., Chang, Z., & Fu, F. (2020). An experimental study on concrete and geomembrane lining effects on canal seepage in arid agricultural areas. Water, 12(9), 2343. doi:10.3390/W12092343
   Web of Science ®Google Scholar
• Harbaugh, A. W. (2005). MODFLOW-2005, the US geological survey modular ground-water model: The ground-water flow process (Vol. VI). Reston, VA, USA: US Department of the Interior, US Geological Survey. https://www.usgs.gov
   Google Scholar
• Hefny, K., & Shata, A. (2004). Underground water in Egypt. Ministry of Water Supplies and Irrigation, Cairo, Egypt, 295, 138–146. in Arabic.
   Google Scholar
• Jaboyedoff, M., Ben Hammouda, M., Derron, M. H., Guérin, A., Hantz, D., & Noel, F. (2021). The rockfall failure hazard assessment: Summary and new advances. Understanding and Reducing Landslide Disaster Risk: Volume 1 Sendai Landslide Partnerships and Kyoto Landslide Commitment 5th, 55–83. doi:10.1007/978-3-030-60196-6_3
   Google Scholar
• Jadhav, P. B., Thokal, R. T., Mane, M., Bhange, H. N., & Kale, S. R. (2014). Conveyance efficiency improvement through canal lining and yield increment by adopting drip irrigation in command area. International Journal of Innovative Research in Science, Engineering & Technology, 3(4), 120–129.
   Google Scholar
• Kilic, M., & Tuylu, G. I. (2011). Determination of water conveyance loss in the ahmetli regulator irrigation system in the lower Gediz Basin Turkey. Irrigation and Drainage, 60(5), 579–589. doi:10.1002/IRD.602
   Web of Science ®Google Scholar
• Loudyi, D., Falconer, R., & Lin, B. (2014). Scientific report.
   Google Scholar
• Merkley, G. P. (2007). Irrigation conveyance and control: Flow measurement and structure design. Lecture Notes, Biological and Irrigation Engineering Department, Utah State University. http://slidepdf.com/reader/full/irrigation-conveyance-control-flow-measurement-structure-design
   Google Scholar
• Ministry of Public Works and Water (MPWWR). (1988). Project No EGY/85/012 Final Report.
   Google Scholar
• Morsy, W. S. (2009). Environmental management of groundwater resources in the Nile delta region ( Doctoral dissertation). Faculty of Engineering, Cairo University. Retrieved from http://www.secheresse.info/spip.php?article77753
   Google Scholar
• Mpendulo, N. (2009). Canals, chapter 5 Maintenance and repair, 30-34. https://www.academia.edu/42866607/Canals_Chapter_5_Maintenance_and_repair_works
   Google Scholar
• Research Institute for Groundwater (RIGW). (1989). Hydrogeological map of Cairo, Scale 1:100 000.
   Google Scholar
• Research Institute for Groundwater (RIGW). (1991). Hydrogeological map of Zaqaziq, Scale 1:100000.
   Google Scholar
• Research Institute for Groundwater (RIGW). (1992). Hydrogeological map of Nile Delta, Scale 1: 500000.
   Google Scholar
• Shaw, G. D., Conklin, M. H., Nimz, G. J., & Liu, F. (2014). Groundwater and surface water flow to the merced river, Yosemite valley, California: 36Cl and Cl− evidence. Water Resources Research, 50(3), 1943–1959. doi:10.1002/2013WR014222
   Web of Science ®Google Scholar
• Snell, M. (2001). Lining old irrigation canals: Thoughts and trials1. Irrigation and Drainage, 50(2), 139–157. doi:10.1002/IRD.13
   Web of Science ®Google Scholar
• State Information Service (SIS). (2022). Rehabilitation and lining of canals and waterways in different governorates. https://www.sis.gov.eg/Story/172877/Rehabilitationandliningofcanalsandwaterwaysindifferentgovernorates-SIS
   Google Scholar
• Swamee, P. K., & Chahar, B. R. (2015). Design of canals. Chapter 2 objective functions, 15. doi:10.1007/978-81-322-2322-1
   Google Scholar
• Wael, M., Riad, P., Ali Hassan, N., & Ragab Nofal, E. (2024). Assessment of modern irrigation versus flood irrigation on groundwater potentiality in old clayey lands. Ain Shams Engineering Journal, 15(4), 102776. doi:10.1016/j.asej.2024.102776
   Web of Science ®Google Scholar
• Wang, K., Jansen, D. C., Shah, S. P., & Karr, A. F. (1997). Permeability study of cracked concrete. Cement and Concrete Research, 27(3), 381–393. doi:10.1016/S0008-8846(97)00031-8
   Web of Science ®Google Scholar
• Yi, S. T., Hyun, T. Y., & Kim, J. K. (2011). The effects of hydraulic pressure and crack width on water permeability of penetration crack-induced concrete. Construction and Building Materials, 25(5), 2576–2583. doi:10.1016/J.CONBUILDMAT.2010.11.107
   Web of Science ®Google Scholar
• 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). doi:10.1061/(ASCE)HE.1943-5584.0001470
   Web of Science ®Google Scholar