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RESERVOIR SEDIMENTATION ASSESSMENT GUIDELINE - Aneel

RESERVOIR SEDIMENTATION ASSESSMENT GUIDELINE - Aneel

RESERVOIR SEDIMENTATION ASSESSMENT GUIDELINE - Aneel

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Reservoir Sedimentation Assessment Guidelineinto consideration, and that may expand beyond the reservoir limits and the actuation ofthe responsible company. Such secondary impacts shall be previewed, assessed andconciliated, both during planning, project and construction stage and during thereservoir operation stage (ICOLD,1989).13.1 Effects on the reservoir backwaterThe bed sedimentation in the reservoir entry with delta formation causesdeformations on the river channel which, along time, becomes strangled. The depositsadvance downstream and a little upstream, the channel gradient becomes reduced, whilethe underground water table remains in high level, thus hindering the dredging. Uponthe channel narrowing, as the delta increases, the effects on the reservoir backwater alsoincrease, thus increasing the frequency of floods upstream (ICOLD, 1989).The effects may be analyzed by surveying the formation and expansion of thedelta; however, the study is complex due to reservoir operation, quantity of sedimentaffluence and other factors. The use of HEC-6 model for computation backwater, takinginto consideration the sediment affluence, may display water line profiles for floodsreporting different recurrence times.Delta formation is represented in 13.1, where the top layer, the sliding point, thefront layer and the overbanks are displayed.Figure 13.1 – Typical delta formation: (1) top layer slope,(2) coarse, (3) thalweg original slope, (4) sliding/pivot point,(5) front layer slope,(6) overbanks slope, (7) normal/averageoperation water level, (8) maximum water level, (9) intake,(10) fine sediments (ICOLD, 1989)ANEEL – Brazilian Electricity Regulatory Agency / SIH – Hydrologic Studies and Information Department74

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