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RESERVOIR SEDIMENTATION ASSESSMENT GUIDELINE - Aneel

RESERVOIR SEDIMENTATION ASSESSMENT GUIDELINE - Aneel

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Reservoir Sedimentation Assessment GuidelineThis evaluation may be performed through equations 6.1 and 6.2. Using asexample Itaipu (Paraná River) and Itiquira (Itiquira River) reservoir, Table 10.1 displayscomputation data and results.SDxEst rst r= =andγap365xQγapxETV=Sreswhere:S = volume of sediment trapped in the reservoir (m 3 /year);D st = total annual average sediment tributary to the reservoir (t/year);E r = tributary trap efficiency in the reservoir (% and fraction);γ ap = average specific weight for deposits (t/m 3 );Q st = average total tributary sediment discharge to the reservoir (t/day);T = sedimentation time for a given volume (years);V res = reservoir volume, total or dead storage (m³).Table 10.1 – Assessment of reservoirs sedimentation of UHE's of Itaipu and Itiquira(see Carvalho, 1994 and Carvalho et al, 2000)DataItaipu Reservoir(ITAIPU BINATIONAL)Itiquira Reservoir(ITICON S.A.)Normal maximum water level 220,00 m 412,00 mUsual minimum water level 197,00 m 411,50 mWater level at the intake sill176,00 mMax. Normal Water Level Volume 29 x 10 9 m 3 4,8 x 10 6 m 3Min. Normal Water Level Volume 10 x 10 9 m 3 4,2 x 10 6 m 3Dead storage (at sill intake) 4,7 x 10 9 m 3 3,9 x 10 6 m 3Long-term average discharge Q mlt 9.729 m 3 /s 72,9 m 3 /sReservoir length 170 km 5.600 m− 31 8,9034Q = 1,704x10. QstEquations for sediments transportation for Q < 10000 m 3 /s Q st = 46,888 x Q 0,9472(period 1979/1982)− 6 2,5146Q = 6,121x10. Qstfpr Q > 10000 m 3 /sAnnual total sediment dischargeaverage Q st (obtained through theequation and discharges series)Annual total solid runoff average D st (= 365 x Q st )Obtaining trap efficiency E r(period 1988/1989)71.063 t/day(period 1931/1992)2.715 t/day(period 1931/1997)30.788.845 t/year 990.775 t/yearBrune Curve:Affluence capacity =0,098E r = 86%According to Roberts(Annandale, 1987), Churchillcurve9,8x(4,8x106)2IS . g == 7,6x10(72,9)2x5600ANEEL – Brazilian Electricity Regulatory Agency / SIH – Hydrologic Studies and Information Department48

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