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

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 seep...

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Autores principales: Elsayed Elkamhawy, Martina Zelenakova, Ismail Abd-Elaty
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Publicado: MDPI AG 2021
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spelling oai:doaj.org-article:ff1c44031ff54348bc4ba114816d6a372021-11-11T19:58:24ZNumerical Canal Seepage Loss Evaluation for Different Lining and Crack Techniques in Arid and Semi-Arid Regions: A Case Study of the River Nile, Egypt10.3390/w132131352073-4441https://doaj.org/article/ff1c44031ff54348bc4ba114816d6a372021-11-01T00:00:00Zhttps://www.mdpi.com/2073-4441/13/21/3135https://doaj.org/toc/2073-4441Owing 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 section, in the stretch at 28.00–49.00 km. The amount of seepage was significantly dependent on the hydraulic characteristics of the liner material. The extraction from aquifers via wells also had a considerable impact on the seepage rate from the unlined canals; however, a lesser effect was present in the case of lined canals. The concrete liner revealed the highest efficiency, followed by the geomembrane liner, and then the bentonite liner; with almost 99%, 96%, and 54%, respectively, without extraction, and decreasing by 4% for bentonite and geomembrane liners during extraction; however, the concrete lining efficiency did not change considerably. Nevertheless, the efficiency dramatically decreased to 25%, regardless of the lining technique, in the case of deterioration of the liner material. The double effect of both deterioration of the liner material and extraction from the aquifer showed a 16% efficiency, irrespective of the utilized lining technique.Elsayed ElkamhawyMartina ZelenakovaIsmail Abd-ElatyMDPI AGarticleIsmailia canalseep/wseepagelossesextractionliningHydraulic engineeringTC1-978Water supply for domestic and industrial purposesTD201-500ENWater, Vol 13, Iss 3135, p 3135 (2021)
institution DOAJ
collection DOAJ
language EN
topic Ismailia canal
seep/w
seepage
losses
extraction
lining
Hydraulic engineering
TC1-978
Water supply for domestic and industrial purposes
TD201-500
spellingShingle Ismailia canal
seep/w
seepage
losses
extraction
lining
Hydraulic engineering
TC1-978
Water supply for domestic and industrial purposes
TD201-500
Elsayed Elkamhawy
Martina Zelenakova
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
description 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 section, in the stretch at 28.00–49.00 km. The amount of seepage was significantly dependent on the hydraulic characteristics of the liner material. The extraction from aquifers via wells also had a considerable impact on the seepage rate from the unlined canals; however, a lesser effect was present in the case of lined canals. The concrete liner revealed the highest efficiency, followed by the geomembrane liner, and then the bentonite liner; with almost 99%, 96%, and 54%, respectively, without extraction, and decreasing by 4% for bentonite and geomembrane liners during extraction; however, the concrete lining efficiency did not change considerably. Nevertheless, the efficiency dramatically decreased to 25%, regardless of the lining technique, in the case of deterioration of the liner material. The double effect of both deterioration of the liner material and extraction from the aquifer showed a 16% efficiency, irrespective of the utilized lining technique.
format article
author Elsayed Elkamhawy
Martina Zelenakova
Ismail Abd-Elaty
author_facet Elsayed Elkamhawy
Martina Zelenakova
Ismail Abd-Elaty
author_sort Elsayed Elkamhawy
title 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
title_short 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
title_full 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
title_fullStr 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
title_full_unstemmed 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
title_sort 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
publisher MDPI AG
publishDate 2021
url https://doaj.org/article/ff1c44031ff54348bc4ba114816d6a37
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AT martinazelenakova numericalcanalseepagelossevaluationfordifferentliningandcracktechniquesinaridandsemiaridregionsacasestudyoftherivernileegypt
AT ismailabdelaty numericalcanalseepagelossevaluationfordifferentliningandcracktechniquesinaridandsemiaridregionsacasestudyoftherivernileegypt
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