Date Month Station 1 Station 2 Station 3 Station 4 Average

6/1/2000 6.0 0.0 0.0 -6/30/2000 6.0 0.0 0.0 0.947/31/2000 7.0 0.0 0.0 0.568/31/2000 8.0 0.0 0.0 0.959/30/2000 9.0 0.6 0.6 0.99

10/31/2000 10.0 3.0 3.0 1.8311/30/2000 11.0 3.8 3.8 2.0512/31/2000 12.0 10.0 10.0 4.531/31/2001 1.0 1.4 1.4 5.882/28/2001 2.0 1.0 1.0 5.413/31/2001 3.0 11.2 11.2 7.094/30/2001 4.0 0.6 0.6 2.255/31/2001 5.0 0.8 0.8 3.076/30/2001 6.0 0.0 0.0 0.647/31/2001 7.0 0.0 0.0 0.628/31/2001 8.0 0.0 0.0 0.339/30/2001 9.0 0.6 0.6 1.48

10/31/2001 10.0 14.0 14.0 4.6211/30/2001 11.0 0.2 0.2 5.0812/31/2001 12.0 8.6 8.6 6.661/31/2002 1.0 0.0 10.6 0.2 0.0 2.7 2.892/28/2002 2.0 4.4 11.0 3.2 3.2 5.5 6.153/31/2002 3.0 16.0 2.2 5.8 3.2 6.8 7.084/30/2002 4.0 0.0 0.0 0.0 0.0 0.0 4.785/31/2002 5.0 8.4 9.8 5.8 9.8 8.5 1.606/30/2002 6.0 0.2 0.0 0.0 0.0 0.1 0.487/31/2002 7.0 4.6 0.2 0.4 2.0 1.8 1.818/31/2002 8.0 0.0 0.0 0.0 0.0 0.0 0.619/30/2002 9.0 9.2 7.4 11.4 14.0 10.5 1.79

10/31/2002 10.0 22.4 26.6 21.4 22.8 23.3 4.7011/30/2002 11.0 4.0 4.0 5.6 4.5 5.8512/31/2002 12.0 0.2 0.2 1.4 0.2 0.5 4.911/31/2003 1.0 22.8 21.4 19.6 0.2 16.0 3.642/28/2003 2.0 11.2 5.4 6.4 13.2 9.1 4.853/31/2003 3.0 6.0 0.2 5.8 7.2 4.8 4.634/30/2003 4.0 0.0 0.0 0.0 0.0 0.0 2.975/31/2003 5.0 0.2 0.6 0.0 0.0 0.2 2.196/30/2003 6.0 2.6 1.2 1.2 2.0 1.8 0.627/31/2003 7.0 0.0 0.0 0.0 0.0 0.0 0.378/31/2003 8.0 0.0 0.6 1.2 0.2 0.5 1.199/30/2003 9.0 7.2 9.4 8.2 8.2 8.3 1.99

10/31/2003 10.0 11.6 7.8 8.4 7.0 8.7 2.7211/30/2003 11.0 7.4 9.8 11.2 25.4 13.5 3.8812/31/2003 12.0 11.4 5.6 5.2 4.2 6.6 7.291/31/2004 1.0 0.0 0.0 0.0 0.0 0.0 2.582/29/2004 2.0 2.8 1.2 1.0 0.6 1.4 5.273/31/2004 3.0 4.3 5.0 3.0 2.0 3.6 3.71

Prec. Media Mensual

4/30/2004 4.0 0.0 0.0 0.0 0.0 0.0 2.235/31/2004 5.0 0.0 0.0 0.0 0.0 0.0 2.086/30/2004 6.0 0.6 0.4 0.8 0.2 0.5 0.877/31/2004 7.0 0.0 0.0 0.0 0.0 0.0 1.328/31/2004 8.0 6.2 4.2 5.4 0.3 4.0 0.849/30/2004 9.0 7.5 1.9 2.0 3.6 3.8 2.69

10/31/2004 10.0 5.4 5.2 7.6 0.8 4.8 4.8911/30/2004 11.0 4.2 7.2 7.6 4.8 6.0 4.3912/31/2004 12.0 24.2 18.4 14.8 25.4 20.7 6.241/31/2005 1.0 23.2 28.8 32.2 5.4 22.4 5.272/28/2005 2.0 5.2 1.4 2.4 1.8 2.7 4.483/31/2005 3.0 6.8 7.4 9.6 7.9 6.574/30/2005 4.0 6.2 2.6 4.0 2.6 3.9 2.765/31/2005 5.0 0.0 0.0 0.0 0.0 0.0 0.596/30/2005 6.0 0.0 0.0 0.0 0.0 0.137/31/2005 7.0 0.0 0.0 0.0 0.0 0.0 0.268/31/2005 8.0 6.6 6.4 4.6 2.8 5.1 0.449/30/2005 9.0 0.0 0.2 0.2 0.4 0.2 0.66

10/31/2005 10.0 0.0 0.40 0.2 0.0 0.2 4.6411/30/2005 11.0 1.2 0.0 0.0 0.4 3.0112/31/2005 12.0 0.0 0.0 0.0 0.0 5.281/31/2006 1.0 9.6 9.0 11.2 9.9 5.032/28/2006 2.0 10.2 7.0 6.8 8.0 5.063/31/2006 3.0 3.4 0.8 1 1.7 6.514/30/2006 4.0 0.8 0.0 0.4 0.4 4.675/31/2006 5.0 0.0 0.00 0.0 0.0 0.606/30/2006 6.0 1.2 2.60 4.0 2.6 1.727/31/2006 7.0 2.2 3.60 1.4 2.4 0.378/31/2006 8.0 0.2 0.4 0.6 0.4 0.609/30/2006 9.0 1.6 1.0 1.6 1.4 2.22

10/31/2006 10.0 18.2 18.8 24.6 20.5 5.3311/30/2006 11.0 16.8 12.6 15.8 15.1 5.4412/31/2006 12.0 6.2 5.0 5.6 5.6 6.001/31/2007 1.0 0.8 0.2 0.4 0.5 4.752/28/2007 2.0 9.6 6.2 8.0 7.9 3.033/31/2007 3.0 9.0 11.40 13.8 11.4 7.794/30/2007 4.0 2.4 2.40 2.2 2.3 4.735/31/2007 5.0 0.0 2.20 0.6 0.9 1.486/30/2007 6.0 0.0 0.00 0.0 0.0 0.327/31/2007 7.0 0.0 0.00 0.0 0.0 1.298/31/2007 8.0 0.2 0.20 0.1 0.2 0.269/30/2007 9.0 0.0 0.0 0.0 0.0 1.06

10/31/2007 10.0 7.1 8.7 9.7 8.5 4.4811/30/2007 11.0 3.2 3.4 2.6 3.1 3.4912/31/2007 12.0 20.1 10.1 11.1 13.8 4.171/31/2008 1.0 0.0 0.1 0.1 0.1 5.762/29/2008 2.0 5.6 3.1 5.8 4.8 5.653/31/2008 3.0 7.2 12.3 12.7 10.7 5.234/30/2008 4.0 0.1 0.20 0.2 0.2 3.205/31/2008 5.0 0.0 0.00 0.0 0.0 1.15

6/30/2008 6.0 0.0 0.00 0.0 0.0 0.677/31/2008 7.0 0.0 0.00 0.0 0.0 0.238/31/2008 8.0 0.0 0.00 0.0 0.0 0.799/30/2008 9.0 0.0 0.10 0.1 0.1 2.83

10/31/2008 10.0 8.1 5.90 5.8 6.6 4.5211/30/2008 11.0 1.8 1.70 2.1 1.9 4.7312/31/2008 12.0 4.4 7.30 9.7 7.1 4.871/31/2009 1.0 10.9 9.70 10.2 10.3 7.052/28/2009 2.0 7.5 2.40 2.4 4.1 6.983/31/2009 3.0 13.7 14.00 8.1 11.9 7.724/30/2009 4.0 3.2 0 0.2 1.1 4.685/31/2009 5.0 4.7 7.00 4.9 5.5 2.586/30/2009 6.0 0.0 0.00 0.0 0.0 1.307/31/2009 7.0 0.0 0.00 0.0 0.0 1.388/31/2009 8.0 0.0 0.00 0.0 0.0 1.469/30/2009 9.0 0.0 0.1 0.0 0.0 1.27

10/31/2009 10.0 0.0 0.00 0.0 0.0 4.1811/30/2009 11.0 32.5 4.7 4.3 13.8 4.6012/31/2009 12.0 6 2.6 1.8 3.5 5.831/31/2010 1.0 0.8 0.4 0.2 0.5 4.862/28/2010 2.0 0 7.1 1.2 2.8 6.253/31/2010 3.0 13.9 5.3 12.2 10.5 5.954/30/2010 4.0 17.2 13.4 12.8 14.5 2.755/31/2010 5.0 0 0 0 0.0 1.326/30/2010 6.0 1.5 0.3 0.1 0.6 0.307/31/2010 7.0 0 0 0 0.0 0.508/31/2010 8.0 5.2 7 6.4 6.2 0.29

Daily Precipitation (mm)

Resumen Anual

- 2000 363.32667 <---- Incompleto28.0617.3029.5029.7056.6061.60

140.57182.40151.60219.8067.5095.2019.3019.2010.3044.30

143.20152.50206.4089.59

172.18219.50143.5349.5314.2656.0918.8053.78

145.78175.47152.09112.88135.88143.5089.2067.9018.4911.5836.8359.6584.18

116.25226.0380.13

152.71114.86

Prec. Acum. Mensual

66.8864.5326.1540.8826.1580.72

151.67131.83193.40163.43125.58203.7782.7018.303.808.05

13.7019.95

143.8090.20

163.63156.08141.80201.80140.1318.4751.4711.4018.6766.67

165.37163.13186.10147.1984.87

241.53141.8045.879.60

40.078.07

31.90138.90104.67129.17178.47163.97162.1395.9735.80

20.177.00

24.4084.87

140.10142.03150.83218.40195.30239.33140.4379.8338.9342.8045.1337.97

129.73137.90180.73150.70174.87184.4382.4740.809.13

15.609.07

Calculo de la Oferta

Precipitaciones diarias promedio para cada mesRegistro Año Ene Feb Mar Abr May Jun Jul Ago Set Oct Nov Dic Prom

1 2001 5.88 5.41 7.09 2.25 3.07 0.64 0.62 0.33 1.48 4.62 5.08 6.66 3.602 2002 2.89 6.15 7.08 4.78 1.60 0.48 1.81 0.61 1.79 4.70 5.85 4.91 3.553 2003 3.64 4.85 4.63 2.97 2.19 0.62 0.37 1.19 1.99 2.72 3.88 7.29 3.034 2004 2.58 5.27 3.71 2.23 2.08 0.87 1.32 0.84 2.69 4.89 4.39 6.24 3.095 2005 5.27 4.48 6.57 2.76 0.59 0.13 0.26 0.44 0.67 4.64 3.01 5.28 2.846 2006 5.03 5.06 6.51 4.67 0.60 1.72 0.37 0.60 2.22 5.33 5.44 6.00 3.637 2007 4.75 3.03 7.79 4.73 1.48 0.32 1.29 0.26 1.06 4.48 3.49 4.17 3.078 2008 5.76 5.65 5.23 3.20 1.15 0.67 0.23 0.79 2.83 4.52 4.73 4.87 3.309 2009 7.05 6.98 7.72 4.68 2.58 1.30 1.38 1.46 1.27 4.18 4.60 5.83 4.08

Media 4.76 5.21 6.26 3.59 1.70 0.75 0.85 0.72 1.78 4.45 4.50 5.69 3.36Nunero de Datos 9 9 9 9 9 9 9 9 9 9 9 9 9Desv. Estandar 1.47 1.10 1.43 1.12 0.85 0.49 0.60 0.39 0.73 0.72 0.92 0.98 0.39Coef. Variacion 0.309 0.211 0.228 0.311 0.501 0.656 0.705 0.545 0.412 0.162 0.204 0.172 0.12P.maxima 24h 7.05 6.98 7.79 4.78 3.07 1.72 1.81 1.46 2.83 5.33 5.85 7.29 4.08P.minima 24h 2.58 3.03 3.71 2.23 0.59 0.13 0.23 0.26 0.67 2.72 3.01 4.17 2.84

Calculo del Coeficiente de Escurrimiento (Ce) y la Precipitacion Efectiva (Pe) (Metodo USSCS - Numeros de Escurrimiento)

LL5= 23.81 26.05 31.29 17.93 8.52 3.74 4.25 3.62 8.89 22.27 22.48 28.47N= 89 89 89 89 89 78 78 78 89 89 89 89

Pe= 2.35 2.72 3.62 1.43 0.27 0.07 0.05 0.08 0.31 2.10 2.14 3.13Ce= 0.493 0.522 0.578 0.400 0.161 0.096 0.061 0.107 0.173 0.472 0.475 0.549

Calculo de la Oferta con el Hidrograma Triangular (MMC)MMC 3.17 3.67 4.89 1.93 0.36 0.10 0.07 0.11 0.42 2.84 2.89 4.22

Precipitaciones Acumuladas Mensuales (mm)Registro Año Ene Feb Mar Abr May Jun Jul Ago Set Oct Nov Dic Prom

1 2001 182.40 151.60 219.80 67.50 95.20 19.30 19.20 10.30 44.30 143.20 152.50 206.40 109.312 2002 89.59 172.17 219.50 143.53 49.53 14.26 56.09 18.80 53.78 145.78 175.47 152.09 107.553 2003 112.88 135.88 143.50 89.20 67.90 18.49 11.58 36.82 59.65 84.18 116.25 226.02 91.864 2004 80.12 152.71 114.86 66.88 64.53 26.15 40.88 26.15 80.72 151.67 131.82 193.40 94.165 2005 163.43 125.58 203.77 82.70 18.30 3.80 8.05 13.70 19.95 143.80 90.20 163.63 86.416 2006 156.08 141.80 201.80 140.13 18.47 51.47 11.40 18.67 66.67 165.37 163.13 186.10 110.097 2007 147.19 84.87 241.53 141.80 45.87 9.60 40.07 8.07 31.90 138.90 104.67 129.17 93.648 2008 178.47 163.97 162.13 95.97 35.80 20.17 7.00 24.40 84.87 140.10 142.03 150.83 100.489 2009 218.40 195.30 239.33 140.43 79.83 38.93 42.80 45.13 37.97 129.73 137.90 180.73 123.88

Media 147.62 147.10 194.02 107.57 52.82 22.46 26.34 22.45 53.31 138.08 134.89 176.49 101.93

Calculo de la OfertaArea de cuenca= 45 Km2

Ce= 0.493 0.522 0.578 0.400 0.161 0.096 0.061 0.107 0.173 0.472 0.475 0.549Vol (m3)= 35942 37882 55303 21241 4202 1069 790 1190 4558 32151 31610 47834 0.23

Q(l/s) 13.866 14.615 21.336 8.195 1.621 0.412 0.305 0.459 1.759 12.404 12.195 18.454

Cultivo Area n CampañaOrégano 0.946 506Alfalfa 1.038 295Papa 1.13 26

1.89

131.89

40.529

7Trigo 0.542 2

Modulo de riego(l/s/ha)

Maíz amiláceo

Maíz choclo

Haba grano verde

Metodo del Hidrograma Triangular y del SCS

Datos de entrada CálculosLong cauce= 9 km. Pendiente= 0.07256 m/m

Cota max= 4732 m t conc= 59.2 minutos Datos para dibujar el triánguloCota min= 4079 m t conc= 0.99 horas tiempo Q

Superficie= 45 km2 tiempo punta= 1.59 horas 0.00 0.00Precipitación= 2.35 mm tiempo base= 4.25 horas 1.59 13.82

Duración P neta= 2 horas Caudal de la punta= 13.82 4.25 0.00

Comprobación:Volumen total por el área bajo el hidrograma (area triángulo = Base X altura / 2):

105713 m3Volumen total (area cuenca X lámina agua caída):

105750 m3

Volumen (MMC) = 3.17

http://web.usal.es/~javisan/hidro

m3/seg.

0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.500.00

2.00

4.00

6.00

8.00

10.00

12.00

14.00

16.00

Más abajo puede verse la "suavización" del hidrograma triangular por el método del Hidrograma Adimensional del SCS

Puedes introducir nuevos Datos de Entrada , y se modificarán los resultados y los gráficos

t / tp Q / Qp t Q0 0 0.00 0.00

0.1 0.015 0.16 0.210.2 0.075 0.32 1.040.3 0.16 0.48 2.210.4 0.28 0.64 3.870.5 0.43 0.80 5.940.6 0.6 0.96 8.290.7 0.77 1.11 10.640.8 0.89 1.27 12.300.9 0.97 1.43 13.401 1 1.59 13.82

1.1 0.98 1.75 13.541.2 0.92 1.91 12.711.3 0.84 2.07 11.611.4 0.75 2.23 10.361.5 0.65 2.39 8.981.6 0.57 2.55 7.881.8 0.43 2.87 5.942 0.32 3.18 4.42

2.2 0.24 3.50 3.322.4 0.18 3.82 2.492.6 0.13 4.14 1.802.8 0.098 4.46 1.353 0.075 4.78 1.04

3.5 0.036 5.57 0.504 0.018 6.37 0.25

4.5 0.009 7.16 0.125 0.004 7.96 0.06

0 1 2 3 4 5 6 7 8 90

2

4

6

8

10

12

14

16

tiempo (horas)

Cau

dal

(m

3/se

g)

5 - Analisis de la Demanda

Cultivo Area (Ha)

Orégano 0.946 506 478.68 1.241 0.76 1.63Alfalfa 1.038 295 306.21 0.794 0.76 1.04Papa 1.130 26 29.38 0.076 0.76 0.10

Maíz amiláceo 1.664 13 21.63 0.056 0.76 0.07Maíz choclo 1.664 4 6.66 0.017 0.76 0.02Haba grano 0.529 7 3.70 0.010 0.76 0.01

Trigo 0.542 2 1.08 0.003 0.76 0.004total = 853 total = 2.89

Mes Oregano Alfalfa Papa Maiz amilaceo Maiz choclo Haba grano Trigo

Ene 1.633 1.044 0.130 0.090 0.030 0.020 0.005 0.492Feb 1.633 1.044 0.000 0.090 0.030 0.000 0.005 0.467Mar 1.633 1.044 0.000 0.090 0.030 0.000 0.005 0.467Abr 1.633 1.044 0.000 0.090 0.000 0.000 0.000 0.461May 1.633 1.044 0.000 0.000 0.000 0.020 0.000 0.449Jun 1.633 1.044 0.130 0.000 0.000 0.000 0.000 0.468Jul 1.633 1.044 0.130 0.000 0.000 0.000 0.000 0.468Ago 1.633 1.044 0.130 0.000 0.000 0.000 0.000 0.468Sep 1.633 1.044 0.130 0.090 0.030 0.020 0.005 0.492Oct 1.633 1.044 0.130 0.090 0.030 0.020 0.005 0.492Nov 1.633 1.044 0.130 0.090 0.030 0.020 0.005 0.492Dic 1.633 1.044 0.130 0.090 0.030 0.020 0.005 0.492

Modulo de riego (l/s/ha)

Requerimiento(l/s)

Requerimiento(MMC/mes)

Eficiencia total

Requerimiento total

Demanda(MMC)

Analisis Oferta - Demanda

Q ec (l/s)100

Mes (Oferta - Demanda)

Ene 3.17 0.492 0.259 2.419 2.419 2.600 0.29 Feb 3.67 0.467 0.259 2.944 2.944 2.600 0.28 Mar 4.89 0.467 0.259 4.164 4.164 2.600 0.28 Abr 1.93 0.461 0.259 1.210 1.210 2.600 0.28 May 0.36 0.449 0.259 -0.349 -0.349 2.251 0.27 Jun 0.10 0.468 0.259 -0.627 -0.627 1.624 0.28 Jul 0.07 0.468 0.259 -0.657 -0.657 0.967 0.28 Ago 0.11 0.468 0.259 -0.617 -0.617 0.350 0.28 Sep 0.42 0.492 0.259 -0.331 -0.331 0.019 0.29 Oct 2.84 0.492 0.259 2.089 2.089 2.108 0.29 Nov 2.89 0.492 0.259 2.139 2.139 2.600 0.29 Dic 4.22 0.492 0.259 3.469 3.469 2.600 0.29

Vutil= 2.600

Oferta (MMC)

Demanda (MMC)

Qec (MMC)

Superavit(MMC)

Deficit(MMC)

Vol Embalse(MMC)

2501502613

472

Pef=0.8*Pmed-25Pmedia = 1036.9 mm

Pef= 804.52 mm

de la grafica

Volumen MuertoGrafico ¨S¨ 125 Ton/Km2/año

Area de Cuenca 45 Km2Peso Especifico 1.65 Ton/m3

Vida Util 50 añosVolumen Muerto = 0.170 MMC

ALTURA DEL NAMIOVOL MUERTO =h=

Niveles de Presa

NAMIO: (Nivel Muerto)4073.00 msnm

NAMO: (Vol muerto+Vol regulado+Vol evaporado) 2.81 4,091.30 msnm

NAME (Vol muerto+Vol regulado+Vol evaporado+Vol Avenida)msnm

Vol Evaporado:Vol muerto: 0.17 MMCVol Util: 2.60 MMCTotal: 2.77 MMC

Area= 245998.07 m2Area= 24.60 HaVol ev= 0.037 MMC

NAMOVolumen Muerto = 0.17 MMC

Volumen Regulado = 2.6 MMCCoef. Evaporacion = 1497.8

Espejo agua = 24.6 HaVolumen evaporado = 0.037 MMC

Volumen Total = 2.81 MMCNAMO = 4091.3 msnm

MMC

presaEje : Opción 1

Vutil = 0 MMCVmuerto = 0 MMC

Vtotal = 0 MMC

Borde Libre H

COTA m.s.n.m Vol. Acum. Vol. AlmFondo 4062.322Namio 32.68NAMO 4092.00Corona 4095.00 10.892666667

Volumen de Almacenamiento

ID

1 4064 904.90 0.0904901 0.00 0.00 0.002 4065 3503.96 0.3503963 2204.43 2204.43 0.003 4066 6481.97 0.6481972 4992.97 7197.40 0.014 4067 9931.34 0.9931337 8206.65 15404.05 0.025 4068 13762.12 1.376212 11846.73 27250.78 0.036 4069 18258.05 1.8258054 16010.09 43260.87 0.047 4070 23499.95 2.3499952 20879.00 64139.87 0.068 4071 30421.47 3.0421465 26960.71 91100.58 0.099 4072 39372.12 3.9372116 34896.79 125997.37 0.13

10 4073 49488.15 4.9488145 44430.13 170427.50 0.1711 4074 58939.22 5.8939224 54213.68 224641.19 0.2212 4075 66669.38 6.6669383 62804.30 287445.49 0.2913 4076 76473.20 7.6473195 71571.29 359016.78 0.3614 4077 86387.39 8.6387392 81430.29 440447.07 0.44

Elevación( m.s.n.m. )

Área( m2 )

Área( Ha )

Vol. Par.( m3 )

Vol. Acum.( m3 )

Vol. Acum.( MMC )

15 4078 96959.13 9.6959128 91673.26 532120.33 0.5316 4079 106592.16 10.6592163 101775.65 633895.98 0.6317 4080 115866.67 11.5866671 111229.42 745125.40 0.7518 4081 126985.75 12.6985754 121426.21 866551.61 0.8719 4082 137295.13 13.729513 132140.44 998692.05 1.0020 4083 148879.73 14.8879727 143087.43 1141779.48 1.1421 4084 160855.84 16.0855844 154867.79 1296647.26 1.3022 4085 173024.53 17.3024527 166940.19 1463587.45 1.4623 4086 185164.22 18.5164224 179094.38 1642681.82 1.6424 4087 197690.57 19.7690573 191427.40 1834109.22 1.8325 4088 210752.97 21.0752965 204221.77 2038330.99 2.0426 4089 224843.51 22.4843505 217798.24 2256129.23 2.2627 4090 239142.95 23.9142945 231993.23 2488122.45 2.4928 4091 254099.58 25.4099577 246621.26 2734743.71 2.7329 4092 268929.85 26.8929853 261514.72 2996258.43 3.0030 4093 283930.78 28.3930777 276430.32 3272688.74 3.2731 4094 300132.35 30.0132345 292031.56 3564720.30 3.5632 4095 316901.98 31.6901975 308517.16 3873237.46 3.87

0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50

051015202530

40644065406640674068406940704071407240734074407540764077407840794080408140824083408440854086408740884089409040914092409340944095

40644065406640674068406940704071407240734074407540764077407840794080408140824083408440854086408740884089409040914092409340944095

VOLUMEN DE ALMACENAMIENTO Espejo de Agua (Ha)

Volumen vs el-evacion

Volumen de Almacenamiento (MMC)

Alt

ura

(msn

m)

Alt

ura

(msn

m)

i

0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50

051015202530

40644065406640674068406940704071407240734074407540764077407840794080408140824083408440854086408740884089409040914092409340944095

40644065406640674068406940704071407240734074407540764077407840794080408140824083408440854086408740884089409040914092409340944095

VOLUMEN DE ALMACENAMIENTO Espejo de Agua (Ha)

Volumen vs el-evacion

Volumen de Almacenamiento (MMC)

Alt

ura

(msn

m)

Alt

ura

(msn

m)

2.49 4090 239142.952.6 4,090.46 Area 245998.068

2.73 4091 254099.58

2.49 2.73 4091.002.6 2.81 Area 4,091.30

2.73 3 4092.00

0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50

051015202530

40644065406640674068406940704071407240734074407540764077407840794080408140824083408440854086408740884089409040914092409340944095

40644065406640674068406940704071407240734074407540764077407840794080408140824083408440854086408740884089409040914092409340944095

VOLUMEN DE ALMACENAMIENTO Espejo de Agua (Ha)

Volumen vs el-evacion

Volumen de Almacenamiento (MMC)

Alt

ura

(msn

m)

Alt

ura

(msn

m)

0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50

051015202530

40644065406640674068406940704071407240734074407540764077407840794080408140824083408440854086408740884089409040914092409340944095

40644065406640674068406940704071407240734074407540764077407840794080408140824083408440854086408740884089409040914092409340944095

VOLUMEN DE ALMACENAMIENTO Espejo de Agua (Ha)

Volumen vs el-evacion

Volumen de Almacenamiento (MMC)

Alt

ura

(msn

m)

Alt

ura

(msn

m)

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