Abstract
The River Nile receives most of its sediment load from the Atbara and Blue Nile rivers, which carry eroded sediments north from the Ethiopian mountains during the seasonal flood period between August and October.
Prior to the construction and operation of the High Aswan Dam, in 1964, 9−10 X 106 metric tons of suspended sediment were deposited annually in the flood plain of the Nile, while about 93% of the total average annual suspended load of 124 X 106 metric tons was carried out into the Mediterranean Sea.
Since the full operation of the High Aswan Dam in 1968, the flood discharge of the Nile, below the dam, has been greatly modified and more than 98% of the total suspended load has been retained within the reservoir.
Based on long-term records, estimated relationships between discharge and suspended load, and field measurements, the life span of the dead storage capacity has been estimated at a minimum of about 360 years. Although this preliminary calculation is less than the estimated design capacity of 450 years, it is expected that progressively more suspended solids will be released in the outflow of the reservoir and that together with the use of flood diversion schemes the High Aswan Dam is likely to approach its design life span.
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References
Egyptian Ministry of Irrigation. Nile Basin Report (I-II), Field Observations by Research Institute of High Aswan Dam Side Effects, Dawawin, Cairo.
Publications of the Research Institute of High Aswan Dam Side Effects 1975–1980, Dawawin, Cairo.
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© 1982 Dr W. Junk Publishers, The Hague
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Shalash, S. (1982). Effects of sedimentation on the storage capacity of the High Aswan Dam reservoir. In: Sly, P.G. (eds) Sediment/Freshwater Interaction. Developments in Hydrobiology, vol 9. Springer, Dordrecht. https://doi.org/10.1007/978-94-009-8009-9_61
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DOI: https://doi.org/10.1007/978-94-009-8009-9_61
Publisher Name: Springer, Dordrecht
Print ISBN: 978-94-009-8011-2
Online ISBN: 978-94-009-8009-9
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