POZOS H A AmvDNm

1 2000 3.5 72 2100 14.75 29.53 2200 22.25 44.5

4 (CWO) 2300 51.5 1035 2400 60.8 121.66 2500 65.4 130.8

0 0 19907000000 350 2000

29500000 2175 210044500000 5875 2200

103000000 13250 2300121600000130800000

〖𝑐𝑚〗 ^2 〖𝑘𝑚〗 ^2 〖〖 10 〗 ^6 𝑚 〗 ^2

AA H Vr Va

7000000 1 3500000000 2000 350000000029500000 2 1.0325E+016 2100 1.0325E+1644500000 3 6.56375E+016 2200 7.59625E+16

103000000 4 2.29175E+017 2300 3.051375E+17121600000 5 6.2624E+017 2400 121600000130800000 6 7.95264E+017 2500 252400000

〖〖 10 〗 ^6 𝑚 〗 ^2

CURVA

1990

2000

2100

2200

2300

2400

2500

ESPESOR(m) AREA(Cm^2) AREA (Km^2) AREA(m^2) ECUACION AREA

10 0 0 0

100 3.5 7 7000000 triangulo 350000000

100 14.75 29.5 29500000 trapecio

100 22.25 44.5 44500000 trapecio

100 51.5 103 103000000 trapecio

100 60.8 121.6 121600000 trapecio

100 65.4 130.8 130800000 trapecio

Vr Va

ESCALA : 1cm^2 =2 km^2

0 2000 4000 6000 8000 10000 12000 140001990

2040

2090

2140

2190

2240

2290

2340

19902000

2100

2200

2300

PRO

FUN

DIDA

D (m

)

2225 m

6625

x〖

10〗^6

𝑚^3

volumen x 〖 10 〗 ^6 ^3𝑚

2500

ESPESOR(m)

10

100

100

100

100

100

100

CURVA

1990

2000

2100

2200

2300

2400 60.8

65.4

AREA (Km^2)

0

7

29.5

44.5

103

121.6

130.8

AREA(Cm^2)

0

3.5

14.75

22.25

51.5

121600000

130800000

ECUACION

triangulo

trapecio

trapecio

trapecio

trapecio

trapecio

AREA(m^2)

0

7000000

29500000

44500000

103000000

AREA

350000000

1825000000

3700000000

11230000000

12620000000

350000000

2175000000

5875000000

132500000007375000000

Va

11230000000

23850000000

Vr