Ingeniero Civil, Mba
Páginas: 4 (990 palabras)
Publicado: 11 de marzo de 2013
SUBDIRECCION DE GENERACION
GERENCIA DE INGENIERIA CIVIL
DEPARTAMENTO DE HIDROMETEOROLOGIA DIVISION HIDROMETRICA SURESTE
F U N C I O N A M I E N T O D E L FECHA: EXTRACCI ONES
TURBI NAS VERTEDORVOL (106m3) TOTAL VOL (106m3) VOL (106m3) EVAPORACI ON VOL . (10 m )
6 3
V A S O
PRESA: PEÑI TAS, CHI S.
DI A
EL EV. DEL VASO A L AS 6:00 Hr s DEL DI A EN
SEPTIEMBRE DE 2010
CONS. ESP. C.TOTAL (106m3) m3/K Wh
VOL UM EN UTI L . (106m3)
AREA DEL EM BAL SE (K m )
2
APORTACI ON C. PROPI A (106m3)
(m.s.n.m.) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 2627 28 29 30
GENERACI EVAPORAC GASTO MEDIO ON BRUTA ION EN mm DIARIO c.p. m3/s (MWh)
85.41 86.01 85.38 85.79 85.88 85.31 84.87 85.54 85.91 86.02 85.41 84.06 83.55 84.80 85.00 84.16 83.02 82.9382.48 82.80 83.12 83.39 83.61 83.62 83.58 84.34 85.66 84.39 86.33 87.01
22.22 54.74 20.60 42.82 47.70 16.80 -7.05 29.27 49.32 55.28 22.22 -50.95 -78.59 -10.84 0.00 -45.53 -107.32 -112.19 -136.58-119.24 -101.90 -87.26 -75.34 -74.80 -76.96 -35.77 35.77 -33.06 72.09 108.94
55.02 55.95 54.97 55.60 55.74 54.86 54.34 55.22 55.79 55.96 55.02 54.09 53.93 54.32 54.38 54.12 53.77 53.74 53.60 53.7053.80 53.88 53.95 53.95 53.94 54.18 55.40 54.19 56.44 57.50
115.84 115.66 110.75 88.55 88.36 88.30 88.33 88.39 81.49 77.83 73.23 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00
1016.72
8.51 13.66 22.71 49.68 58.61 64.56 77.59 85.58 92.00 95.80 105.36 180.92 182.29 181.28 184.23 190.17 190.12 192.24 198.71 198.72 198.72 198.73 198.72 198.72 196.56177.83 184.68 190.08 192.24 198.36
4307.38
124.35 129.31 133.46 138.23 146.97 152.85 165.92 173.97 173.48 173.63 178.59 180.92 182.29 181.28 184.23 190.17 190.12 192.24 198.71 198.72 198.72 198.73198.72 198.72 196.56 177.83 184.68 190.08 192.24 198.36
5324.10
0.1271 0.0999 0.1493 0.0479 0.0109 0.2492 0.2130 0.1693 0.1968 0.2233 0.1579 0.0928 0.0951 0.0700 0.1530 0.0220 0.0625 0.1147...
GERENCIA DE INGENIERIA CIVIL
DEPARTAMENTO DE HIDROMETEOROLOGIA DIVISION HIDROMETRICA SURESTE
F U N C I O N A M I E N T O D E L FECHA: EXTRACCI ONES
TURBI NAS VERTEDORVOL (106m3) TOTAL VOL (106m3) VOL (106m3) EVAPORACI ON VOL . (10 m )
6 3
V A S O
PRESA: PEÑI TAS, CHI S.
DI A
EL EV. DEL VASO A L AS 6:00 Hr s DEL DI A EN
SEPTIEMBRE DE 2010
CONS. ESP. C.TOTAL (106m3) m3/K Wh
VOL UM EN UTI L . (106m3)
AREA DEL EM BAL SE (K m )
2
APORTACI ON C. PROPI A (106m3)
(m.s.n.m.) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 2627 28 29 30
GENERACI EVAPORAC GASTO MEDIO ON BRUTA ION EN mm DIARIO c.p. m3/s (MWh)
85.41 86.01 85.38 85.79 85.88 85.31 84.87 85.54 85.91 86.02 85.41 84.06 83.55 84.80 85.00 84.16 83.02 82.9382.48 82.80 83.12 83.39 83.61 83.62 83.58 84.34 85.66 84.39 86.33 87.01
22.22 54.74 20.60 42.82 47.70 16.80 -7.05 29.27 49.32 55.28 22.22 -50.95 -78.59 -10.84 0.00 -45.53 -107.32 -112.19 -136.58-119.24 -101.90 -87.26 -75.34 -74.80 -76.96 -35.77 35.77 -33.06 72.09 108.94
55.02 55.95 54.97 55.60 55.74 54.86 54.34 55.22 55.79 55.96 55.02 54.09 53.93 54.32 54.38 54.12 53.77 53.74 53.60 53.7053.80 53.88 53.95 53.95 53.94 54.18 55.40 54.19 56.44 57.50
115.84 115.66 110.75 88.55 88.36 88.30 88.33 88.39 81.49 77.83 73.23 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00
1016.72
8.51 13.66 22.71 49.68 58.61 64.56 77.59 85.58 92.00 95.80 105.36 180.92 182.29 181.28 184.23 190.17 190.12 192.24 198.71 198.72 198.72 198.73 198.72 198.72 196.56177.83 184.68 190.08 192.24 198.36
4307.38
124.35 129.31 133.46 138.23 146.97 152.85 165.92 173.97 173.48 173.63 178.59 180.92 182.29 181.28 184.23 190.17 190.12 192.24 198.71 198.72 198.72 198.73198.72 198.72 196.56 177.83 184.68 190.08 192.24 198.36
5324.10
0.1271 0.0999 0.1493 0.0479 0.0109 0.2492 0.2130 0.1693 0.1968 0.2233 0.1579 0.0928 0.0951 0.0700 0.1530 0.0220 0.0625 0.1147...
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