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HYDROLOGICAL AND ENVIRONMENTAL CHARACTERISTICS OF WETLANDS IN EGYPT Hossam M. Nagy
Lowland Technology International Vol 3 No 1, June (2001)
Publisher : International Association of Lowland Technology

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Abstract

Egyptian wetlands are classified into two broad categories: coastal adn inland wetlands. The major problem of coastal wetlands, which are located in the northerm part of the Nile Delta, is the environmental impacts caused by the intrusion of saline water into fresh water aquifer. Inland wetlands, which are often located in the depressions of western desert or other areas along the Nile Valley, can be further classified as either natural wetland such as Wadi Elnatrun depression, or manmade wetland such as Siwa oasis. The associated problems in manmade wetlands comprise the groundwater abstraction which often exceeds the actual need, the negative impact of upland drainage on neighboring lowland, and the rise of groundwater table in agricultural lands due to illegal alteration of irrigation systems by farmers. Another type of manmade wetlands is the riverine land, which was existed in south of Egypt after the construction of Aswan High Dam and caused dramatic migration for some living societies and relocation of some historical monument. This review addresses the current problems faced by those coastal and inland wetlands, and illutrates the mitigation systems proposed in Egypt for tackling such problems.
EVALUATION OF DRAINAGE WATER QUALITY FOR REUSE - A CASE STUDY OF THE UMOUM DRAIN IN EGYPT Hossam M. Nagy; Adel A. S. Salem
Lowland Technology International Vol 5 No 2, Dec (2003)
Publisher : International Association of Lowland Technology

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Abstract

Water resources in Egypt, being fixed in quantity, are under heavy pressure due to a continuously increasingpopulation. As such, reuse of drainage water for irrigation is an attractive proposition and is possible if the drainage water is of satisfactory quality. The Umoum Drain, one of the largest drains in the West Delta region, receives more than one billion cubic meters per year of agricultural drainage water. Moreover, the drain receives both raw and treated wastewater from several defined and undefined sources. In this study, the quality of the drain water was investigated. Flow and water quality profiles have been estimated along the drain through the mathematical model, QUAL2E. The model is used for calibratingthe deoxygenation rate in the drain by utilizing measured field data reported by the Drainage Research Institute (DRI), National Water Research Center in Egypt. The study concentrated on two nonconservative constituents: biochemical oxygendemand, BOD5, and dissolved oxygen, DO, and one conservative constituent representing the water salinity in terms of total dissolved solids, TDS. A parametric study is presented to investigate the effects of the deoxygenation rate on the values of BOD5, and DO concentrations in drainage water. A dynamic management strategy is presented as part of the scheme for improving water quality before discharge into the irrigation network. Primary treatment wastewater plants are proposed in specific locations along the drain. The study presents a design chart identifying the optimal amount of fresh water needed for the dilution of drainage water.