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EXCEL-CUENCA HIDROGRAFICA.xlsx
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EXCEL-CUENCA HIDROGRAFICA.xlsx
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Gianfranco Navarro Araujo
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SISTEMAS DE IRRIGACION
1.- DATOS GENERALES:
"DELIMITACION, CUENCA HIDROGRAFICA" CURSO: Sistema
de Irrigai!" # Dre"a$e DOCENTE: I"g. NARVAE% NARVAE% ARANDA, Riard& Ri ard&
ALUMNOS NAVARRO ARAUJO, A. GIANFRANCO ESPIRE GIL, RONALD MILTON GARCIA RUBIO, IRVIN FRASNCISCO
1.CALCULO DEL INDICE DE GRAVELIOUS Kc. Altitud(msnm)
Areas Parciales(km2)
600
0
800
6.9780958735
1000
16.9822001474
1200
16.9025113903
1400
15.9521896699
1600
11.3810361429
1800
9.0200987045
2000
10.6197705911
∑
Kc = 0.28
Perimetro = Area = Kc =
87.8359025196
2. TRANSFORMACION DE UNA CUENCA EN UN RECTANGULO 2.1.CALCULO DE LOS LADOS. L1 = (√)/1.12
[1+√(1−(1.12/)^2 )]
L1 =
L2 = (√)/1.12
[1−√(1−(1.12/)^2 )]
L2 =
2.2.CALCULO DE LOS SEGMENTOS DEL LADO MAYOR L1.
Altitud(msnm)
Areas Parciales(km2)
Li (Km)
600
0
800
6.9780958735
0.9401631691
1000
16.9822001474
2.2880223199
1200
16.9025113903
2.2772858045
1400
15.9521896699
2.1492483718
1600
11.3810361429
1.5333740324
1800
9.0200987045
1.2152834724
2000
10.6197705911
1.4308082542
∑
87.8359025196
11.8341854243
3. CALCULO DE LA ALTURA MEDIA EN LA CUENCA AL 50% DE A!"!#$
A&'( P'c"'&(
A&'( Ac#)#'$'(
*)(+)
*K)2
*K)2
1
2
3
600
0
800
6.9780958735
6.98
1000
16.9822001474
23.96
1200
16.9025113903
40.86
1400
15.9521896699
56.81
1600
11.3810361429
68.20
1800
9.0200987045
77.22
2000
10.6197705911
87.84
∑
% $& !-!'
87.8359025196
A!"!#$ *)(+)
6
1
100.00
600
92.06
800
72.72
1000
53.48
1200
35.32
1400
22.36
1600
12.09
1800
0.00
2000
0.00
. CALCULO DE ALTITUD DE FRECUENCIA 1/2 ELEVACION MEDIA
AREA ENTRE DOS CONTORNOS
1
2
(1)*(2)
700
6.9780958735
4884.66711145
900
16.9822001474
15283.98013266
1100
16.9025113903
18592.76252933
1300
15.9521896699
20737.84657087
1500
11.3810361429
17071.55421435
1700
9.0200987045
15334.16779765
1900
10.6197705911
20177.56412309
∑
112082.5424794
5. CALCULO DE LA ALTURA PRIMEDIO
H *C-!' M'-C-!' M&+-/2 H 1300
4. COMPARACION DE ALTITUDES
H50%A= 1269.3 msnm Hm= 1276.04 msnm Hp= 1300.00 msnm
/√ 35.6055163 87.8359025196
1.064
QUIVALENTE.
11.834
.!6!
L AREA, MEDIANTE LA INTERSECCION DE LA CURVA HIPSOMETRICA A&' (-& ' A!"!#$
% $& !-!'
% $& !-!'
*K)2
(-& ' '!"!#$
4
5
6
87.84
0
100.00
80.8578066461
7.944468803
92.06
63.8756064987
19.3340076896
72.72
46.9730951084
19.2432831057
53.48
31.0209054385
18.1613545399
35.32
19.6398692956
12.9571573997
22.36
10.6197705911
10.2692617093
12.09
0
12.0904667527
0.00
100.00
CURVA HI SOMETRICA
1269.3 2100 1850 ) " 1600 $ # " ( D 1350 U T I T L 1100 A
850 600 0.00
10.00
20.00
30.00
40.00
50.00
AREA (!)
60.00
70.00
80.00
90.00
100.00
H) ∑(1)"(2)#At H) 1264.06523451
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