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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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) |
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Ismailia canal seep/w seepage losses extraction lining Hydraulic engineering TC1-978 Water supply for domestic and industrial purposes TD201-500 |
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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 |
work_keys_str_mv |
AT elsayedelkamhawy numericalcanalseepagelossevaluationfordifferentliningandcracktechniquesinaridandsemiaridregionsacasestudyoftherivernileegypt AT martinazelenakova numericalcanalseepagelossevaluationfordifferentliningandcracktechniquesinaridandsemiaridregionsacasestudyoftherivernileegypt AT ismailabdelaty numericalcanalseepagelossevaluationfordifferentliningandcracktechniquesinaridandsemiaridregionsacasestudyoftherivernileegypt |
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