Curva Hipsometrica 2016 1

8/16/2019 Curva Hipsometrica 2016 1

1/18

A.P. %

Pto mas bajo 0 0 0.00

0-1000 1000 100.00 25.00 100.00

1000-2000 2000 40.00 10.00 140.00

2000-3000 3000 60.00 15.00 200.00

3000-4000 4000 80.00 20.00 280.00

4000-5000 5000 68.00 17.00 348.00

5000-5900 5900 52.00 13.00 400.00

400.00 100.00

CURVAS NIVEL

(msnm)

ALTITUD

(msnm)

Area Parciales

(Km)

Area Ac!m

De"a#$ (Km)

CURVA IPS&'ETRICA

Area Acumulada % (+ Area Acumulada


2/18


3/18


4/18


5/18

Altura !ed"a de la #ue$ca Po$derada

Si (Km) i(Km) Si i

0-1000 1000.00 100.00 500.00 50000.00

*+,.-0

1000-2000 2000.00 40.00 1500.00 60000.00

2000-3000 3000.00 60.00 2500.00 150000.00

3000-4000 4000.00 80.00 3500.00 280000.00

4000-5000 5000.00 68.00 4500.00 306000.00

5000-5900 5900.00 52.00 5450.00 283400.00

400.00

Per&l 'o$"tud"$al del #urso del )"o

PUNT&

1 0.00 0.00 0.00

2 1000.00 10.00 10.00

3 2000.00 4.00 14.00

4 3000.00 6.00 20.00

5 4000.00 8.00 28.00

6 5000.00 6.80 34.807 5900.00 5.20 40.00

40.00

CURVAS NIVEL

(msnm)

ALTITUD

(msnm)

'e/ia

P$n/era/a

ALTITUD(msnm)

DIST.(m)

DIST.ACU'.(m)

*( , 144.4871173422

) , 0.9974614492

PENDIENTE 'EDIA DEL CAUCE PRIN


6/18

Per&l 'o$"tud"$al 'oar"tm"c (Per&l 'o$"tud"$al '"$ear (Per&

PERIL L&N2ITUDINAL DEL CURS& DE

Per&l 'o$"tud"$al


7/18

IPAL


8/18


9/18

#/A !A AA A')A !A!A

A.P. %

Pto mas bajo 0 0 0.00

0-800 800 0.80 0.38 0.80

800-1200 1200 11.60 5.52 12.40

1200-1600 1600 18.00 8.57 30.40

1600-200 2000 25.80 12.29 56.20

2000-2400 2400 24.10 11.48 80.30

2400-2800 2800 28.40 13.52 108.70

2800-3200 3200 34.20 16.29 142.90

3200-3600 3600 28.80 13.71 171.703600-4000 4000 28.30 13.48 200.00

4000-4400 4400 3.90 1.86 203.90

4000-5000 4800 5.00 2.38 208.90

4800-4900 4900 1.10 0.52 210.00

10.00 100.00

CURVAS NIVEL

(msnm)

ALTITUD

(msnm)

Area Parciales

(Km)

Area Ac!m

De"a#$ (Km)

CURVA IPS&'ETRICA


10/18

Area Acumulada % (+ Area Acumulada


11/18

% %

0.00 210.00 100.00

0.38 209.20 99.62

5.90 197.60 94.10

14.48 179.60 85.52

26.76 153.80 73.24

38.24 129.70 61.76

51.76 101.30 48.24

68.05 67.10 31.95

81.76 38.30 18.2495.24 10.00 4.76

97.10 6.10 2.90

99.48 1.10 0.52

100.00 0.00 0.00

Area Ac!m

Encima (Km)


12/18

(-

*( , 85.0601

) , 0.999105


13/18

Altura !ed"a de la #ue$ca Po$derada

Si (Km) i(Km) Si i

0-800 800.00 0.80 400.00 320.00

*3+1.++

800-1200 1200.00 11.60 1000.00 11600.00

1200-1600 1600.00 18.00 1400.00 25200.00

1600-200 2000.00 25.80 1800.00 46440.00

2000-2400 2400.00 24.10 2200.00 53020.00

2400-2800 2800.00 28.40 2600.00 73840.00

2800-3200 3200.00 34.20 3000.00 102600.00

3200-3600 3600.00 28.80 3400.00 97920.00

3600-4000 4000.00 28.30 3800.00 107540.004000-4400 4400.00 3.90 4200.00 16380.00

4000-5000 4800.00 5.00 4600.00 23000.00

4800-4900 4900.00 1.10 4850.00 5335.00

10.00 -3,*1-.00

Per&l 'o$"tud"$al del #urso del )"o

PUNT&1 0.00 0.00 0.00

2 800.00 8.00 8.00

3 1200.00 6.00 14.00

4 1600.00 4.00 18.00

5 2000.00 6.00 24.00

6 2400.00 5.00 29.00

7 2800.00 4.50 33.50

8 3200.00 5.50 39.00

9 3600.00 5.00 44.00

10 4000.00 4.00 48.00

11 4400.00 3.50 51.50

12 4800.00 2.80 54.30

CURVAS NIVEL

(msnm)

ALTITUD

(msnm)

'e/ia

P$n/era/a

ALTITUD

(msnm)

DIST.

(m)

DIST.ACU'.

(m)


14/18

13 4900.00 2.00 56.30

-3.,0

53499

907

PENDIENTE 'EDIA DEL CAUCE PRINCIPAL

Per&l 'o$"tud"$al 'oar"tm"c (Per&l 'o$"tud"$al '"$ear (Per&l 'o$"tud"$al

PERIL L&N2ITUDINAL DEL CURS& DEL A2UA

Per&l 'o$"tud"$al


15/18


16/18


17/18

1. allar la cura "sometr"ca

alt" arc"al a

700 7.89 4.45

720 15.45 8.72

740 27.86 15.72

760 32.09 18.10

780 30.27 17.08

800 23.75 13.40

820 19.85 11.20

840 2.92 1.65

860 4.6 2.60

880 4.07 2.30

900 3.68 2.08

920 2.9 1.64

940 1.92 1.08

177.25 100

2 allar la med"a$a e$d"e$te de cue$ca

Si (Km)

680 0.8

700 11.6

720 18

740 25.8

760 24.1

780 28.4

800 34.2

820 28.8

840 28.3860 3.9

880 5

900 1.1

210

CURVAS

NIVEL(msnm)

ALTITUD(msnm)


18/18

acom debaj % e$c"ma %

0 0.00 177.25 100.00

7.89 4.45 169.36 95.55

23.34 13.17 153.91 86.83

51.20 28.89 126.05 71.11

83.29 46.99 93.96 53.01

113.56 64.07 63.69 35.93

137.31 77.47 39.94 22.53

157.16 88.67 20.09 11.33

160.08 90.31 17.17 9.69

164.68 92.91 12.57 7.09

168.75 95.20 8.50 4.80

172.43 97.28 4.82 2.72

175.33 98.92 1.92 1.08

177.25 100.00 0.00 0.00

i(Km) Si i

7100 340.00 272

772.91

500 690.00 8004

3375 710.00 12780

5375 730.00 18834

850 750.00 18075

1330 770.00 21868

350 790.00 27018

350 810.00 23328

880 830.00 23489950 850.00 3315

400 870.00 4350

540 890.00 979

22000 162312

'e/iaP$n/era/a

Date post:	05-Jul-2018
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Curva Hipsometrica 2016 1

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