Regulación Presa

4
BALANCE DE FUNCIONAMIENTO DE LA CUENCA DATOS A = Area de la cuenca = = Estación: Aeropuerto Vu = Volumen del Vaso = = Provincia: Tomas Frías Se = Superficie del Espejo = Periodo de Registro: 19 Años GSH = Grupo de Suelo Hidrologico = Latitud Sur: 19º 32' 0.00'' 70,000.00 8,971.06 Grupo C 1,423,554.58 NS = Naturaleza de la Superfice = Longitud Oeste: 65º 44' 0.00'' C = Factor de escurrimiento = = Ondulada S 1 a 10% Altura: CN = Cobertura Natural = 4100 m.s.m.n. 82.00 Areas Desnudas JUN JUL 30 31 28 31 0.80 30 31 31 31 31 30 31 MESES AÑO 1 DIAS AÑO 1 30 AGO SEP Prec. Esper. Durant. Cualq. año, 75% (mm) 7.99 0.97 1.24 2.01 16.76 24.00 39.17 62.15 52.05 42.09 TOTAL 365 FEB MAR ABR MAY OCT NOV DIC ENE 263.81 14.34 1.06 100 % 0 2,286.23 9,102.21 TOTAL APORTE EN EL MES (m3) Prec. Esper. Durant. Cualq. año, 75% (mm) 19,089.87 7.99 0.97 1.24 2.01 1,107.53 1,406.47 16.76 24.00 39.17 44,602.81 27,329.40 59,271.12 47,935.35 62.15 52.05 42.09 263.81 300,439.77 70,776.29 14.34 16,325.32 1,207.17 0.00 RESTO DEL MES ANTERIOR (m3) 70,000.00 70,000.00 38,761.79 1.06 APORTE DEL RÍO (m3) 12,374.00 15,369.19 10,647.9 2,995.96 6,285.30 1,944.00 2,008.80 1,124.93 7,776.00 TOTAL ALMACENADO AL INICIO (m3) TOTAL VOLUMEN DISPONIBLE (m3) 13,699.47 6,411.24 156,210.74 90,213.32 24,192.00 2,803.73 1,705.44 106,445.89 11,491.39 11,491.39 11,491.39 5.00 9,749.38 25,920.00 26,784.00 26,784.00 46,803.31 4,017.60 26,784.00 3,888.00 21,187.85 52,234.98 67,191.21 79,035.91 130,549.19 201,820.53 43,986.56 13,699.47 6,411.24 21,187.85 52,234.98 67,191.21 70,000.00 70,000.00 70,000.00 70,000.00 70,000.00 70,000.00 43,986.56 277,746.68 160,972.70 968,986.88 LIMPIEZA TORMENTAS (m3) 11,491.39 11,491.39 11,491.39 11,491.39 11,491.39 11,491.39 11,491.39 11,491.39 11,491.39 137,896.64 FRECUENCIAS MES 0.00 0.00 1.00 2.00 2.00 2.00 5.00 2.00 1.00 0.00 0.00 20.00 CON PANTALLA DE INYECCIONES AGUA EXCESO INICIO (m3) TOTAL ALMACENADO AL INICIO (m3) TOTAL APROVECHABLE (m3) PÉRDIDAS Evaporación (mm/mes) Evaporación (m3/mes) Infiltración (m3/mes) TOTAL PERDIDAS (m3) 131,820.53 111.82 125.93 0.00 9,035.91 60,549.19 36,445.89 0.00 0.00 0.00 0.00 86,210.74 20,213.32 0.00 13,699.47 6,411.24 21,187.85 52,234.98 67,191.21 70,000.00 70,000.00 70,000.00 70,000.00 70,000.00 70,000.00 43,986.56 344,275.58 968,986.88 27.07 18.63 18.14 21.91 25.68 30.33 32.39 32.93 31.81 31.36 30.46 28.52 22.64 76.48 72.34 105.88 91.27 367.28 393.12 387.60 339.73 285.46 180.02 0.00 0.00 1.92 70.00 145.77 193.70 267.31 338.98 311.68 278.55 127.06 0.00 111.82 125.93 76.48 72.34 105.88 91.27 367.28 393.12 387.60 339.73 285.46 180.02 13,699.47 6,411.24 21,187.85 52,234.98 67,191.21 79,035.91 130,549.19 201,820.53 106,445.89 156,210.74 90,213.32 43,986.56 2,536.94 No Deficit No Deficit No Deficit No Deficit 46,803.31 70,000.00 No Deficit 17,075.40 2,995.96 No Deficit 12,374.00 No Deficit No Deficit 1,705.44 No Deficit 83,378.59 28,846.37 30,989.95 70,629.41 33,485.36 36,793.44 64,281.60 80,650.08 TOTAL APROVECHABLE (m3) CULTIVOS IRRIGADOS 16,583.62 0.00 VOL. POR VERTEDERO EXCED (m3) BALANCE (m3) TOTAL REQUERIDA (m3) 1,979.12 6,285.30 -2,328.39 33,765.91 34,944.53 22,489.58 46,803.31 172,581.05 75,068.34 0.00 0.00 0.00 0.00 0.00 0.00 0.00 102,581.05 5,068.34 968,986.88 13,699.47 6,411.24 21,187.85 52,234.98 67,191.21 79,035.91 130,549.19 201,820.53 Cumple 106,445.89 156,210.74 90,213.32 43,986.56 15,241.60 0.00 0.00 38,761.79 10,647.95 122,890.98 85,241.60 51,166.08 33,158.59 529,963.08 FACTOR DE MANEJO 70.00 70.00 70.00 50.00 50.00 70.00 100.00 100.00 100.00 100.00 100.00 100.00 AGUA EN EL EMBALSE AL FINAL (m3) 2,995.96 6,285.30 12,374.00 15,369.19 2,803.73 1,705.44 70,000.00 70,000.00 38,761.79 10,647.95 46,803.31 70,000.00 Cumple 2,995.96 6,285.30 12,374.00 15,369.19 2,803.73 1,705.44 70,000.00 70,000.00 38,761.79 10,647.95 ALTURA DEL AGUA DESDE EL LECHO (m) 7.20 9.04 11.09 11.86 7.06 6.07 16.71 19.02 19.02 19.02 15.75 10.59 2,515.84 5,839.02 11,495.77 11,495.77 2,515.84 1,489.44 39,572.27 68,106.48 68,106.48 68,106.48 32,125.27 8,341.34 6.86 8.86 10.86 10.86 6.86 5.86 15.86 18.86 18.86 18.86 14.86 9.86 3,936.53 8,341.34 15,378.94 15,378.94 3,936.53 2,515.84 48,033.62 79,862.52 79,862.52 79,862.52 39,572.27 11,495.77 7.86 9.86 11.86 11.86 7.86 6.86 16.86 19.86 19.86 19.86 15.86 10.86 ESPEJO DEL AGUA (m) 1,617.84 2,817.49 4,274.98 4,274.98 1,617.84 1,223.54 8,971.06 12,358.00 12,358.00 12,358.00 7,951.63 3,491.36 7.86 9.86 11.86 11.86 7.86 6.86 16.86 19.86 19.86 19.86 15.86 10.86 1,617.84 2,817.49 4,274.98 4,274.98 1,617.84 1,223.54 8,971.06 12,358.00 12,358.00 12,358.00 7,951.63 3,491.36 0.45 26.42 26.42 24.50 17.90 6.30 3.51 7.13 10.54 CAUDAL OFERTA DE LA CUENCA [l/s] 0.43 0.53 0.85 16.65 1,617.84 2,817.49 4,274.98 4,274.98 1,617.84 1,223.54 8,971.06 12,358.00 12,358.00 12,358.00 7,951.63 3,491.36 8.86 10.86 12.86 12.86 8.86 7.86 17.86 20.86 20.86 20.86 16.86 11.86 2,187.15 3,491.36 5,136.94 5,136.94 2,187.15 1,617.84 10,010.29 13,530.06 13,530.06 13,530.06 8,971.06 4,274.98 6,000.71 6,942.39 3,491.36 2,817.49 3,491.36 2,817.49 11,154.09 12,358.00 12,358.00 11,154.09 10,010.29 7,951.63

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Transcript of Regulación Presa

Page 1: Regulación Presa

BALANCE DE FUNCIONAMIENTO DE LA CUENCA

DATOS

A = Area de la cuenca = = m² Estación: Aeropuerto

Vu = Volumen del Vaso = = m³ Provincia: Tomas Frías

Se = Superficie del Espejo = m² Periodo de Registro: 19 Años

GSH = Grupo de Suelo Hidrologico = Latitud Sur: 19º 32' 0.00''

BALANCE DE FUNCIONAMIENTO DE LA CUENCA

70,000.00

8,971.06

Grupo C

1,423,554.58

NS = Naturaleza de la Superfice = Longitud Oeste: 65º 44' 0.00''

C = Factor de escurrimiento = = Ondulada S 1 a 10% Altura:

CN = Cobertura Natural =

4100 m.s.m.n.

82.00

Areas Desnudas

JUN JUL

30 3128 31

0.80

30 31 3131 31 30 31

MESES AÑO 1

DIAS AÑO 1 30

AGO SEP

Prec. Esper. Durant. Cualq. año, 75% (mm) 7.990.97 1.24 2.01 16.76 24.00 39.17 62.15 52.05 42.09

TOTAL

365

FEB MAR ABR MAYOCT NOV DIC ENE

263.8114.34 1.06

100 % 0

2,286.23 9,102.21TOTAL APORTE EN EL MES (m3)

Prec. Esper. Durant. Cualq. año, 75% (mm)

19,089.87

7.990.97 1.24 2.01

1,107.53 1,406.47

16.76 24.00 39.17

44,602.8127,329.40 59,271.12 47,935.35

62.15 52.05 42.09 263.81

300,439.7770,776.29

14.34

16,325.32 1,207.17

0.00RESTO DEL MES ANTERIOR (m3) 70,000.00 70,000.00 38,761.79

1.06

APORTE DEL RÍO (m3)

12,374.00 15,369.1910,647.9 2,995.96 6,285.30

1,944.00 2,008.80 1,124.93 7,776.00

TOTAL ALMACENADO AL INICIO (m3)

TOTAL VOLUMEN DISPONIBLE (m3) 13,699.47 6,411.24 156,210.74 90,213.32

24,192.00

2,803.73 1,705.44

106,445.89

11,491.39 11,491.39 11,491.39

5.00

9,749.38 25,920.00 26,784.00 26,784.00

46,803.31

4,017.6026,784.00 3,888.00

21,187.85 52,234.98 67,191.21 79,035.91 130,549.19 201,820.53 43,986.56

13,699.47 6,411.24 21,187.85 52,234.98 67,191.21 70,000.00 70,000.00 70,000.00 70,000.00 70,000.00 70,000.00 43,986.56

277,746.68

160,972.70

968,986.88

LIMPIEZA

TORMENTAS (m3) 11,491.39 11,491.39 11,491.39 11,491.39 11,491.39 11,491.39 11,491.39 11,491.39 11,491.39 137,896.64

FRECUENCIAS MES 0.00 0.00 1.00 2.00 2.00 2.00 5.00 2.00 1.00 0.00 0.00 20.00

CON PANTALLA DE INYECCIONES

AGUA EXCESO INICIO (m3)

TOTAL ALMACENADO AL INICIO (m3)

TOTAL APROVECHABLE (m3)

PÉRDIDAS

Evaporación (mm/mes)

Evaporación (m3/mes)

Infiltración (m3/mes)

TOTAL PERDIDAS (m3)

131,820.53

111.82 125.93

0.00 9,035.91 60,549.19 36,445.890.00 0.00 0.00 0.00 86,210.74 20,213.32 0.00

13,699.47 6,411.24 21,187.85 52,234.98 67,191.21 70,000.00 70,000.00 70,000.00 70,000.00 70,000.00 70,000.00 43,986.56

344,275.58

968,986.88

27.0718.63 18.14 21.91 25.68 30.33 32.39 32.93 31.81 31.36 30.46 28.52 22.64

76.48 72.34 105.88 91.27 367.28 393.12 387.60 339.73 285.46 180.02

0.00 0.00 1.92 70.00 145.77 193.70 267.31 338.98 311.68 278.55 127.06 0.00

111.82 125.93 76.48 72.34 105.88 91.27 367.28 393.12 387.60 339.73 285.46 180.02

13,699.47 6,411.24 21,187.85 52,234.98 67,191.21 79,035.91 130,549.19 201,820.53 106,445.89 156,210.74 90,213.32 43,986.56

2,536.94

No Deficit No DeficitNo Deficit No Deficit

46,803.31 70,000.00

No Deficit 17,075.402,995.96 No Deficit 12,374.00 No Deficit No Deficit 1,705.44 No Deficit

83,378.59 28,846.37 30,989.95 70,629.4133,485.36 36,793.44 64,281.60 80,650.08

TOTAL APROVECHABLE (m3)

CULTIVOS IRRIGADOS

16,583.62 0.00

VOL. POR VERTEDERO EXCED (m3)

BALANCE (m3)

TOTAL REQUERIDA (m3)

1,979.12 6,285.30 -2,328.39 33,765.91 34,944.53 22,489.58 46,803.31 172,581.05 75,068.34

0.00 0.00 0.00 0.00 0.00 0.00 0.00 102,581.05 5,068.34

968,986.8813,699.47 6,411.24 21,187.85 52,234.98 67,191.21 79,035.91 130,549.19 201,820.53

Cumple

106,445.89 156,210.74 90,213.32 43,986.56

15,241.60 0.00 0.00

38,761.79 10,647.95

122,890.98

85,241.60

51,166.08 33,158.59 529,963.08

FACTOR DE MANEJO 70.00 70.00 70.00 50.00 50.00 70.00 100.00 100.00 100.00 100.00 100.00 100.00

AGUA EN EL EMBALSE AL FINAL (m3)2,995.96 6,285.30 12,374.00 15,369.19 2,803.73 1,705.44 70,000.00 70,000.00 38,761.79 10,647.9546,803.31 70,000.00 Cumple2,995.96 6,285.30 12,374.00 15,369.19 2,803.73 1,705.44 70,000.00 70,000.00 38,761.79 10,647.95

ALTURA DEL AGUA DESDE EL LECHO (m) 7.20 9.04 11.09 11.86 7.06 6.07 16.71 19.02 19.02 19.02 15.75 10.59

2,515.84 5,839.02 11,495.77 11,495.77 2,515.84 1,489.44 39,572.27 68,106.48 68,106.48 68,106.48 32,125.27 8,341.34

6.86 8.86 10.86 10.86 6.86 5.86 15.86 18.86 18.86 18.86 14.86 9.86

3,936.53 8,341.34 15,378.94 15,378.94 3,936.53 2,515.84 48,033.62 79,862.52 79,862.52 79,862.52 39,572.27 11,495.77

7.86 9.86 11.86 11.86 7.86 6.86 16.86 19.86 19.86 19.86 15.86 10.86

ESPEJO DEL AGUA (m) 1,617.84 2,817.49 4,274.98 4,274.98 1,617.84 1,223.54 8,971.06 12,358.00 12,358.00 12,358.00 7,951.63 3,491.36

7.86 9.86 11.86 11.86 7.86 6.86 16.86 19.86 19.86 19.86 15.86 10.86

1,617.84 2,817.49 4,274.98 4,274.98 1,617.84 1,223.54 8,971.06 12,358.00 12,358.00 12,358.00 7,951.63 3,491.36

0.45 26.4226.42 24.50 17.90 6.303.51 7.13 10.54CAUDAL OFERTA DE LA CUENCA [l/s] 0.43 0.53 0.85 16.65

1,617.84 2,817.49 4,274.98 4,274.98 1,617.84 1,223.54 8,971.06 12,358.00 12,358.00 12,358.00 7,951.63 3,491.36

8.86 10.86 12.86 12.86 8.86 7.86 17.86 20.86 20.86 20.86 16.86 11.86

2,187.15 3,491.36 5,136.94 5,136.94 2,187.15 1,617.84 10,010.29 13,530.06 13,530.06 13,530.06 8,971.06 4,274.98

6,000.71 6,942.39 3,491.36 2,817.49 3,491.36 2,817.49 11,154.09 12,358.00 12,358.00 11,154.09 10,010.29 7,951.63

Page 2: Regulación Presa

MESES AÑO 2 JUN JUL AGO SEP OCT NOV DIC ENE FEB MAR ABR MAY TOTAL

DIAS AÑO 2 30 31 31 30 31 30 31 31 28 31 30 31 365DIAS AÑO 2 30 31 31 30 31 30 31 31 28 31 30 31 365

DEMANDA DE AGUA (l/s) 9.14 0.00 17.86 28.39 48.00 44.45 31.13 10.77 12.81 26.37 19.74 12.38 261.04

CAUDAL DEL RIO (l/s) 0.75 0.75 0.42 3.00 3.64 10.00 10.00 10.00 10.00 10.00 1.50 1.50 5.13

Precipitación mensual (mm) 1.30 1.65 2.68 10.66 22.35 32.00 52.22 82.86 69.39 56.12 19.11 1.41 351.75

Temperatura media anual (º C) 4.97 4.80 6.07 7.32 8.84 9.49 9.58 9.08 8.99 8.74 8.24 6.32 7.70

INFILTRACION POTENCIAL [mm] 55.76 55.76 55.76 55.76 55.76 55.76 55.76 55.76 55.76 55.76 55.76 55.76

- % 1.00

INFILTRACION POTENCIAL [mm] 55.76 55.76 55.76 55.76 55.76 55.76 55.76 55.76 55.76 55.76 55.76 55.76

PRECIPITACION ESPERADA [mm] 0.97 1.24 2.01 7.99 16.76 24.00 39.17 62.15 52.05 42.09 14.34 1.06 263.81

ESCORRENTIA TOTAL [mm] 2.27 2.15 1.79 0.19 0.51 2.41 9.37 24.36 17.30 11.04 0.17 2.23

INFILTRACION [mm] 0.00 0.00 0.21 7.80 16.25 21.59 29.80 37.79 34.74 31.05 14.16 0.00

INFILTRACION [mm/dia] 0.00 0.00 0.01 0.26 0.52 0.72 0.96 1.22 1.24 1.00 0.47 0.00

Prec. Esper. Durant. Cualq. año, al 75% (mm) 0.97 1.24 2.01 7.99 16.76 24.00 39.17 62.15 52.05 42.09 14.34 1.06 263.81LIMPIEZA

TOTAL APORTE EN EL MES (m3) 1,107.53 1,406.47 2,286.23 9,102.21 19,089.87 27,329.40 44,602.81 70,776.29 59,271.12 47,935.35 16,325.32 1,207.17 300,439.77TOTAL APORTE EN EL MES (m3) 1,107.53 1,406.47 2,286.23 9,102.21 19,089.87 27,329.40 44,602.81 70,776.29 59,271.12 47,935.35 16,325.32 1,207.17 300,439.77

RESTO DEL MES ANTERIOR (m3) 10,647.9 2,979.87 6,286.29 12,344.44 15,405.01 2,789.65 1,637.05 46,734.92 70,000.00 70,000.00 70,000.00 38,791.42 347,616.59

APORTE DE LOS RÍOS (m3) 1,944.00 2,008.80 1,124.93 7,776.00 9,749.38 25,920.00 26,784.00 26,784.00 24,192.00 26,784.00 3,888.00 4,017.60 160,972.70

TORMENTAS (m3) 11,491.39 11,491.39 11,491.39 11,491.39 11,491.39 11,491.39 11,491.39 11,491.39 11,491.39 11,491.39 11,491.39 11,491.39 137,896.64

FRECUENCIAS MES 0.00 0.00 1.00 2.00 2.00 2.00 5.00 5.00 2.00 1.00 0.00 0.00 20.00

TOTAL VOLUMEN DISPONIBLE (m3) 13,699.47 6,395.14 21,188.83 52,205.42 67,227.03 79,021.82 130,480.79 201,752.14 176,445.89 156,210.74 90,213.32 44,016.20 1,038,856.79

TOTAL ALMACENADO AL INICIO (m3) 13,699.47 6,395.14 21,188.83 52,205.42 67,227.03 70,000.00 70,000.00 70,000.00 70,000.00 70,000.00 70,000.00 44,016.20 624,732.09

AGUA EXCESO INICIO (m3) 0.00 0.00 0.00 0.00 0.00 9,021.82 60,480.79 131,752.14 106,445.89 86,210.74 20,213.32 0.00 414,124.70

PÉRDIDAS

CON PANTALLA DE INYECCIONES

PÉRDIDAS

Evaporación (mm/mes) 18.63 18.14 21.91 25.68 30.33 32.39 32.93 31.81 31.36 30.46 28.52 22.64 27.07

Evaporación (m3/mes) 95.73 108.85 47.91 6.97 155.78 8.79 367.28 393.12 387.60 339.73 255.82 157.17

Infiltración (m3/mes) 0.00 0.00 1.92 70.00 145.77 193.70 267.31 338.98 311.68 278.55 127.06 0.00

TOTAL PERDIDAS (m3) 95.73 108.85 47.91 6.97 155.78 8.79 367.28 393.12 387.60 339.73 255.82 157.17 2,324.75

TOTAL APROVECHABLE (m3) 13,699.47 6,395.14 21,188.83 52,205.42 67,227.03 79,021.82 130,480.79 201,752.14 176,445.89 156,210.74 90,213.32 44,016.20 1,038,856.79

CULTIVOS IRRIGADOS

TOTAL REQUERIDA (m3) 16,583.62 0.00 33,485.36 36,793.44 64,281.60 80,650.08 83,378.59 28,846.37 30,989.95 70,629.41 51,166.08 33,158.59 529,963.08TOTAL REQUERIDA (m3) 16,583.62 0.00 33,485.36 36,793.44 64,281.60 80,650.08 83,378.59 28,846.37 30,989.95 70,629.41 51,166.08 33,158.59 529,963.08

FACTOR DE MANEJO 70.00 70.00 70.00 50.00 50.00 70.00 100.00 100.00 100.00 100.00 100.00 100.00

BALANCE (m3) 1,995.22 6,286.29 -2,298.83 33,801.73 34,930.45 22,557.98 46,734.92 172,512.65 145,068.34 85,241.60 38,791.42 10,700.43

VOL. POR VERTEDERO EXCED (m3) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 102,512.65 75,068.34 15,241.60 0.00 0.00 192,822.59

AGUA EN EL EMBALSE AL FINAL (m3)2,979.87 No Deficit 12,344.44 No Deficit No Deficit 1,637.05 No Deficit No Deficit No Deficit No Deficit No Deficit No Deficit 16,961.35

2,979.87 6,286.29 12,344.44 15,405.01 2,789.65 1,637.05 46,734.92 70,000.00 70,000.00 70,000.00 38,791.42 10,700.43 Cumple

ALTURA DEL AGUA DESDE EL LECHO (m) 7.19 9.04 11.08 11.87 7.05 6.00 16.71 19.02 19.02 19.02 15.76 10.61ALTURA DEL AGUA DESDE EL LECHO (m) 7.19 9.04 11.08 11.87 7.05 6.00 16.71 19.02 19.02 19.02 15.76 10.61

ESPEJO DEL AGUA (m) 1,617.84 2,817.49 4,274.98 5,136.94 1,617.84 1,223.54 8,971.06 12,358.00 12,358.00 12,358.00 7,951.63 3,491.36

CAUDAL OFERTA DE LA CUENCA [l/s] 0.43 0.53 0.85 3.51 6.30 0.45 26.427.13 10.54 16.65 26.42 24.50 17.90

Page 3: Regulación Presa

201,820.53201,752.14200,000

250,000

SIMUNLACION DEL EMBALSE

TOTAL VOLUMEN DISPONIBLE (m3)

TOTAL PERDIDAS (m3)

TOTAL REQUERIDA (m3)

VOLUMEN DEL VASO (m3)

TOTAL ALMACENADO AL INICIO (m3)

130,549.19

106,445.89

156,210.74

90,213.32

130,480.79

176,445.89

156,210.74

90,213.32

100,000

150,000

VO

LUM

EN

M3

TOTAL ALMACENADO AL INICIO (m3)

13,699.47 6,411.24

21,187.85

52,234.98

67,191.21

79,035.91

90,213.32

43,986.56

13,699.476,395.14 21,188.83

52,205.42

67,227.03

79,021.82

90,213.32

44,016.20

16,583.62

0.00

33,485.36

36,793.44

64,281.60

80,650.08 83,378.59

28,846.37 30,989.95

70,629.41

51,166.08

33,158.59

16,583.62

0.00

33,485.36 36,793.44

64,281.60

80,650.08 83,378.59

28,846.37

30,989.95

70,629.41

51,166.08

33,158.59

0

50,000

VO

LUM

EN

M3

JUN JUL AGO SEP OCT NOV DIC ENE FEB MAR ABR MAY JUN JUL AGO SEP OCT NOV DIC ENE FEB MAR ABR MAY

MESES

VARIACION DE ALTURAS EN ELEMBALSE (m)ALTURA DESDE EL LECHO (m)

19

.02

19

.02

19

.02

19

.02

19

.02

19

.0210

12

14

16

18

20

ALT

UR

AS

PO

R M

ES (

m)

7.2

0 9.0

4

11

.09

11

.86

7.0

6

6.0

7

16

.71

19

.02

19

.02

19

.02

15

.75

10

.59

7.1

9 9.0

4

11

.08

11

.87

7.0

5

6.0

0

16

.71

19

.02

19

.02

19

.02

15

.76

10

.61

0

2

4

6

8

10

JUN JUL AGO SEP OCT NOV DIC ENE FEB MAR ABR MAY JUN JUL AGO SEP OCT NOV DIC ENE FEB MAR ABR MAY

ALT

UR

AS

PO

R M

ES (

m)

JUN JUL AGO SEP OCT NOV DIC ENE FEB MAR ABR MAY JUN JUL AGO SEP OCT NOV DIC ENE FEB MAR ABR MAY

MESES

Page 4: Regulación Presa

I K M O Q S U W Y AA AC AE I K M O Q S U W Y AA AC AE

JUN JUL AGO SEP OCT NOV DIC ENE FEB MAR ABR MAY JUN JUL AGO SEP OCT NOV DIC ENE FEB MAR ABR MAY

Volumen del Vaso = 70,000.00 70,000.00 70,000.00 70,000.00 70,000.00 70,000.00 70,000.00 70,000.00 70,000.00 70,000.00 70,000.00 70,000.00 70,000.00 70,000.00 70,000.00 70,000.00 70,000.00 70,000.00 70,000.00 70,000.00 70,000.00 70,000.00 70,000.00 70,000.00

TOTAL VOLUMEN DISPONIBLE (m3) 13,699.47 6,411.24 21,187.85 52,234.98 67,191.21 79,035.91 130,549.19 201,820.53 106,445.89 156,210.74 90,213.32 43,986.56 13,699.47 6,395.14 21,188.83 52,205.42 67,227.03 79,021.82 130,480.79 201,752.14 176,445.89 156,210.74 90,213.32 44,016.20

TOTAL ALMACENADO AL INICIO (m3) 13,699.47 6,411.24 21,187.85 52,234.98 67,191.21 70,000.00 70,000.00 70,000.00 70,000.00 70,000.00 70,000.00 43,986.56 13,699.47 6,395.14 21,188.83 52,205.42 67,227.03 70,000.00 70,000.00 70,000.00 70,000.00 70,000.00 70,000.00 44,016.20

TOTAL PERDIDAS (m3) 111.82 125.93 76.48 72.34 105.88 91.27 367.28 393.12 387.60 339.73 285.46 180.02 95.73 108.85 47.91 6.97 155.78 8.79 367.28 393.12 387.60 339.73 255.82 157.1722

24

26

28

30

COTA VS. ESPEJO

22

24

26

28

30

COTA VS. VOLUMEN ACUMULADO

TOTAL REQUERIDA (m3) 16,583.62 0.00 33,485.36 36,793.44 64,281.60 80,650.08 83,378.59 28,846.37 30,989.95 70,629.41 51,166.08 33,158.59 16,583.62 0.00 33,485.36 36,793.44 64,281.60 80,650.08 83,378.59 28,846.37 30,989.95 70,629.41 51,166.08 33,158.59

ALTURA DESDE EL LECHO (m) 7.20 9.04 11.09 11.86 7.06 6.07 16.71 19.02 19.02 19.02 15.75 10.59 7.19 9.04 11.08 11.87 7.05 6.00 16.71 19.02 19.02 19.02 15.76 10.61

8

10

12

14

16

18

20

22

CO

TA

(m

.s.n

.m.)

8

10

12

14

16

18

20

CO

TA

(m

.s.n

.m.)

0

2

4

6

0 5,000 10,000 15,000 20,000 25,000

AREA ESPEJO ACUMULADA (m 2)

0

2

4

6

0 50,000 100,000 150,000 200,000 250,000

VOLUMEN ACUMULADO (m³)