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Abstract The primary purpose of barrages is to raise the river water level and so provide additional head to the irrigation canals supplying the cultivated areas in Upper Egypt. The Ministry of Water Recourses and Irrigation (MWRI) is constructing new barrages to replace the existing structures and so ensure the continued supply of water to the large irrigation areas downstream, and the new barrages incorporate a hydropower annex utilize the natural resource of the Nile River for hydropower generation, finally improve the navigation in the Nile River by constructed new locks. For any new barrage there are probable negative impacts such as: Inundation of Agricultural land on river islands and areas adjacent to the river by overtopping. Impacts on river morphology by erosion and sedimentation. This research will focus on studying the environmental hydraulic impacts such as erosion, sedimentation and overtopping. For studying these impacts study area on the Nile river is determined between Esna barrage and Naga Hammadi barrage (192 km), at the period from 1982 to 2005 . Two main sets of data were used in the analysis, included the contour maps for the Nile River bed between Esna and Naga Hanmmadi barrages for the year 1982 and 2005. Cross sections were deducted from these maps at space of 4 kilometers. These cross sections were used to compare the 1982 and 2005 cross sections in order to calculate erosion and sedimentation quantities of 26 cross sections which are selected along the study reach. On the other hand, cross sections of year 1982 were input to the numerical model GSTARS .2 in order to predict the flow stage corresponding to different discharges along the reach and sediment routing was performed. Finally, 2005 cross sections were used to develop water surface profile and to map the overtopping areas by future discharge of 4051m3/s using topographic maps. 16 sectors were affected by overtopping and it could be noted that the total areas are 792.32 feddans were mapped . |