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Practica Dirigida
Curso Hidrología
PRÁCTICA DIRIGIDA
1. En la estación Tilaran, que se encuentra a 10 latitud norte, se tiene los
siguientes datos de temperaturas, medias mensuales, para el periodo
1980-
2000, los cuales se muestran en la figura adjunta.
en feb mar abr may jun j ago. s oct nov dic.
22.60 22.9
0
23.70 24.7
0
23.7
0
23.9
0
23.8
0
23.80 23.80 28.7
0
23.2
0
22.7
0
2. Si se tiene 02 estaciones hidrométricas, Condocerro, La balsa, se conoce la
información hidrometeorológica y los volúmenes de agua subterránea como se
muestra a continuación:
Estación hidrométrica de Condorcerro
CUENCA: RÍO SANTA 550 msnm
Años E
n
e
f
e
b
M
a
r
abr. M
a
y
jun. j
u
l
Ago Set oct. nov. D
i
c
195
4
218.86 128.99 181.97 87.0
6
6
4.
4
43.4
7
35.1
4
34.49 41.1
3
53.5 105.45 114.4
6
195
5
97.87 255.61 251.98 127.7
2
87.59 43.7
9
31.5
5
27.86 28.1
1
49.7 60.32 81.2
3
195
6
114.19 197.72 221.67 207.9
3
81.54 44.3 30.9
2
27.5 32.3
3
4
6
57.74 89.5
7
195
7
85.65 177.47 189.51 136.
4
6
9.
8
38.9
8
33.3
2
32.87 38.1
9
51.8
7
53.08 70.0
6
195
8
115.56 135.91 217.34 139.9
3
72.87 43.8
2
33.6 32.78 42.
8
62.3
3
89.81 109.7
1
195
9
79.21 104.51 162.98 139.
8
7
4
47.3
4
36.7
8
42.76 38.2
1
49.7
9
74.39 84.6
8
196
0
177.79 254.44 290.88 179.7
5
71.26 51.6 41.0
9
45.75 35.1
9
63.8
1
64.26 114.7
9
196
1
160.81 116.98 184.02 186.8
5
70.67 39.8
5
28.6
4
25.64 24.3
3
45.1
9
63.62 72.0
7
196
2
190.98 269.11 314.43 166.2
6
60.84 38.2 31.1
4
33.31 37.9
4
34.9
5
78.73 126.9
8
196
3
127.17 145.44 279.24 180.4
1
67.44 37.6
4
29.6
2
29.97 36.3
7
37.5 64.58 73.0
9
196
4
126.64 176.45 206.21 162.2
3
79.73 37.9 33.9
6
31.25 28.6
3
43.1
3
86.49 142.4
4
196
5
70.95 100.38 228.89 104.8
9
6
0
33.6
7
27.2
8
27.76 43.5
3
52.7
5
71.18 59.9
6
196
6
1
5
4
147.4 118.59 77.9 58.13 41.3
8
38.6
1
39.76 45.6
8
64.1
8
68.63 93.0
7
196
7
131.17 362.96 315.23 97.7
1
58.12 36.9
9
29.0
4
27.92 32.8
2
83.2
8
90.21 94.0
9
196
8
92.93 96.24 126.45 67.3
5
39.69 31.9
3
27.9
4
25.48 36.3
3
71.4
4
66.49 70.3
5
Mg. Ing. Giovene Pérez Campomanes
Blog: ingenieriahidraulicausmp.blogspot.com
Email: gpcampomanes@gmail.com
Practica Dirigida
Curso Hidrología
196
9
83.56 98.16 136.62 131.6
3
62.95 47.7
6
35.2
3
37.04 37.5
3
58.2
6
67.08 76.5
197
0
182.17 117.48 123.62 158.
2
116.25 57.6
4
42.6
9
42.36 45.
6
66.6
6
83.31 149.2
4
197
1
1
3
7
206.1 288.4 1
3
5
5
6.
1
3
9
36.6 33.6 29.8
1
67.2 9
4
128.
5
Mg. Ing. Giovene Pérez Campomanes
Blog: ingenieriahidraulicausmp.blogspot.com
Email: gpcampomanes@gmail.com
Practica Dirigida
Curso Hidrología
197
2
133.48 177.51 230.8 196.9
1
96.11 56.1
9
36.7
4
33.16 35.6
4
56.8
3
59.35 106.0
7
197
3
122.2 121.65 219.77 229.8
3
9
7.
7
41.4
3
31.9
9
31.65 37.5
1
43.6
3
67.76 95.2
197
4
198.49 293.25 272.37 1
6
8
6
0.
1
42.6
8
29.6
1
26.39 26.1
9
79.7 113.37 135.7
7
ESTACIÓN HIDROMÉTRICA DE LA BALSA
CUENCA: RÍO SANTA 3850 msnm
Año Ene Feb. Mar A
b
r
May J
u
n
J
u
l
Ago S
e
t
O
c
t
N
o
v
D
i
c
1954 218.8
5
128.9
9
181.9
7
87.0
6
64.4 43.47 35.1
4
34.4
9
41.13 4
9.
7
60.32 81.23
1955 97.8
7
255.6
1
251.9
8
129.7
3
87.5
9
43.79 31.5
5
27.8
6
28.11 4
6
57.74 89.57
1956 114.1
9
197.7
2
221.6
7
207.9
3
81.5
4
4
4.
3
30.9
2
27.5 32.33 51.87 53.08 70.06
1957 85.6
5
177.4
7
189.5
1
136.
4
69.8 38.98 33.3
2
32.8
7
38.19 62.33 89.81 109.71
1958 115.5
6
135.9
1
217.3
4
139.9
8
72.8
7
43.82 33.6 32.7
8
4
2.
8
49.79 74.39 84.68
1959 79.2
1
104.5
1
162.9
8
129.7
3
64.1 47.34 36.7
8
42.7
6
38.21 63.81 64.26 114.79
1960 177.8
2
254.4
4
290.9
8
179.7
5
71.2
6
5
1.
6
41.0
9
45.7
5
36.19 45.19 63.62 72.07
1961 160.8
1
116.9
8
184.0
2
186.8
5
70.6
7
39.85 28.6
4
25.6
4
24.33 34.95 78.73 126.98
1962 128.7
9
162.6
2
314.4
3
129.7
3
64.1 3
8.
2
31.1
4
33.3
1
37.94 3
7.
5
64.58 73.09
1963 127.1
7
145.4
4
279.2
4
180.4
1
67.4
4
37.64 29.6
2
29.9
7
36.37 43.13 86.49 142.44
1964 126.6
4
176.4
5
206.2
1
162.2
9
79.7
3
3
7.
9
33.9
6
31.2
5
28.63 52.75 71.18 59.96
1965 70.9
5
100.3
8
238.
8
104.
8
6
0
33.67 27.2
8
27.7
6
43.53 64.18 68.63 93.07
1966 1
5
4
147.
4
118.5
9
77.9 58.1
3
41.38 38.6
1
39.7
6
45.68 83.28 90.21 94.09
1967 131.1
7
362.9
6
315.2
3
97.7
1
58.1
2
36.99 29.0
4
27.9
2
32.82 71.44 66.49 70.35
1968 92.9
3
96.2
4
126.4
5
67.3
5
39.6
9
31.93 27.9
6
25.4
8
36.33 58.26 67.08 7
6.
5
1969 83.5
6
98.1
6
135.6
2
131.6
3
62.9
5
47.76 35.2
3
37.0
4
37.53 66.66 83.31 149.24
1970 182.1
7
117.4
8
129.6
2
158.
2
116.2
5
38.48 31.1
5
32.1
9
36.19 55.01 73.64 9
4.
2
1971 128.7
9
162.6
2
195.
7
129.7
3
64.1 38.48 31.1
5
32.1
9
29.81 56.83 59.35 105.07
1972 138.4
8
162.6
2
230.
8
196.9
1
96.1
1
56.19 36.7
4
33.1
6
35.64 43.63 67.76 9
5.
2
1973 122.
2
121.6
5
219.7
7
229.8
3
97.7 41.43 31.9
9
31.6
5
37.51 7
9.
7
113.37 135.77
Mg. Ing. Giovene Pérez Campomanes
Blog: ingenieriahidraulicausmp.blogspot.com
Email: gpcampomanes@gmail.com
Practica Dirigida
Curso Hidrología
1974 198.4
9
298.2
5
272.3
7
168 60.1 42.68 29.6
1
26.3
9
26.19 39.28 59.86 80.41
Mg. Ing. Giovene Pérez Campomanes
Blog: ingenieriahidraulicausmp.blogspot.com
Email: gpcampomanes@gmail.com
Practica Dirigida
Curso Hidrología
DATOS COMPLEMENTARIOS
Mes U
ni
En
e
Fe
b.
Ma
r.
Ab
r.
Ma
y
Ju
n.
Ju
l.
Ag
o
Se
t
Oc
t.
No
v.
Di
c.
Maíz ha
s
1 0,8
5
0
,
9
0,5
5
1 0,8
5
0
,
9
0,5
5
Frijoles ha
s
1
,
8
1
,
5
1
,
2
0,5
0
1
,
8
1
,
5
1
,
2
0,5
0
Algodón ha
s
1
,
5
0
,
9
0
.
9
0.8
5
0
.
9
0,7
5
0
,
7
0,
5
Frutales ha
s
1
,
2
1,2
5
1
,
5
1
,
1
1 1 1 1 1
,
4
1
,
3
1
,
2
1,
15
Maíz M
3
180
00
180
00
180
00
180
00
120
00
120
00
120
00
120
00
Frijoles M
3
200
00
200
00
200
00
200
00
100
00
100
00
100
00
100
00
Algodón M
3
400
00
400
00
400
00
400
00
400
00
400
00
400
00
400
00
Frutales M
3
250
00
250
00
250
00
250
00
250
00
250
00
250
00
250
00
250
00
250
00
250
00
250
00
Volumen total aprox. Del agua subterránea en la cuenca baja
Me
s
E
n
e
Fe
b.
Mar. Abr. Ma
y
Jun. J
u
l.
Ag
o
Se
t
Oc
t.
No
v.
Dic
.
Vol. (MM3) 0
.
5
0
.
6
0.
4
5
0
.
3
0
.
2
0.
1
5
0
.
3
0.2
5
0.3
3
0.4
2
0.4
8
0.5
2
Además, conocemos que la cuenca cuenta con un reservorio que tiene como
volumen total 50 MMC, con un volumen muerto, de 30 % de su volumen total;
tenemos la demanda de otros usos total (minero e industrial), es de 7 l/s; y la Pe:
0 mm; eficiencia: 0.65; se tiene como información de la cuenca que la demanda de
uso poblacional es de 2 l/s.
Hallar:
a) Calcular la evapotranspiración potencial
b) La oferta total existente mensual.
c) Cuál sería la cantidad de agua que se necesita para cubrir la demanda
existente
d) El balance hídrico final mensual.
Mg. Ing. Giovene Pérez Campomanes
Blog: ingenieriahidraulicausmp.blogspot.com
Email: gpcampomanes@gmail.com
Practica Dirigida
Curso Hidrología
LATITUD E F M A M J J A S O N D
NOR
5
0
0.74 0.7
8
1.0
2
1.1
5
1.33 1.36 1.37 1.2
5
1.0
6
0.9
2
0.7
6
0.7
0
4 0 1.0 1.1 1.28 1.29 1.31 1.2 1.0 0.9 0.7 0.7
4 0.84 0.8 1.0 1.1 1.24 1.25 1.27 1.1 1.0 0.9 0.8 0.8
3 0.87 0.8 1.0 1.0 1.21 1.21 1.23 1.1 1.0 0.9 0.8 0.8
3 0 0.8 1.0 1.0 1.18 1.17 1 1.1 1.0 0.9 0.8 0.8
2 0.93 0.8 1.0 1.0 1.15 1.14 1.71 1.1 1.0 0.9 0.9 0.9
2 0.95 0 1.0 1.0 1.13 1.11 1.14 1.1 1.0 1 0.9 0.9
1 0.97 0.9 1.0 1.0 1.11 1.08 1.12 1.0 1.0 1.0 0.9 0.9
1
0
0.98 0.9
1
1.0
3
1.0
3
1.08 1.06 1.08 1.0
7
1.0
2
1.0
2
0.9
8
0.9
9
0 1.02 0.9
4
1.0
4
1.0
1
1.04 1.01 1.04 1.0
4
1.0
1
1.0
4
1.0
1
1.0
4
5 1.04 0.9
5
1.0
4
1 1.02 0.99 1.02 1.0
3
1 1.0
5
1.0
3
1.0
6
1 1.08 0.9 1.0 0.9 1.01 0.96 1 1.0 1 1.0 1.0 1.1
1 1.12 0.9 1.0 0.9 0.98 0.94 0.97 1 1 1.0 1.0 1.1
2 1.14 1 1.0 0.9 0.96 0.91 0.95 0.9 1 1.0 1.0 1.1
2 1.17 1.0 1.0 0.9 0.94 0.88 0.93 0.9 1 1. 1.1 1.1
3 1 1.0 1.0 0.9 0.92 0.85 0 0,9 1 1.1 1.1 1.2
3 1.23 1.0 1.0 0.9 0.89 0.82 0,87 0,9 1 1.1 1.1 1.2
4 1.27 1.0 1.0 0.9 0.86 0.78 0.84 0.9 1 1.1 1. 1.2
4 1.31 1 1.0 0.9 0.81 0.71 0.78 0 0.9 1.1 1.2 1.3
5
0
1.37 1.1
2
1.0
8
0.8
9
0.77 0.67 0.74 0.8
8
0.9
9
1.1
9
1.2
9
1.4
1
Mg. Ing. Giovene Pérez Campomanes
Blog: ingenieriahidraulicausmp.blogspot.com
Email: gpcampomanes@gmail.com
Practica Dirigida
Curso Hidrología
LATITUD E F M A M J J A S O N D
NOR
5
0
0.74 0.7
8
1.0
2
1.1
5
1.33 1.36 1.37 1.2
5
1.0
6
0.9
2
0.7
6
0.7
0
4 0 1.0 1.1 1.28 1.29 1.31 1.2 1.0 0.9 0.7 0.7
4 0.84 0.8 1.0 1.1 1.24 1.25 1.27 1.1 1.0 0.9 0.8 0.8
3 0.87 0.8 1.0 1.0 1.21 1.21 1.23 1.1 1.0 0.9 0.8 0.8
3 0 0.8 1.0 1.0 1.18 1.17 1 1.1 1.0 0.9 0.8 0.8
2 0.93 0.8 1.0 1.0 1.15 1.14 1.71 1.1 1.0 0.9 0.9 0.9
2 0.95 0 1.0 1.0 1.13 1.11 1.14 1.1 1.0 1 0.9 0.9
1 0.97 0.9 1.0 1.0 1.11 1.08 1.12 1.0 1.0 1.0 0.9 0.9
1
0
0.98 0.9
1
1.0
3
1.0
3
1.08 1.06 1.08 1.0
7
1.0
2
1.0
2
0.9
8
0.9
9
0 1.02 0.9
4
1.0
4
1.0
1
1.04 1.01 1.04 1.0
4
1.0
1
1.0
4
1.0
1
1.0
4
5 1.04 0.9
5
1.0
4
1 1.02 0.99 1.02 1.0
3
1 1.0
5
1.0
3
1.0
6
1 1.08 0.9 1.0 0.9 1.01 0.96 1 1.0 1 1.0 1.0 1.1
1 1.12 0.9 1.0 0.9 0.98 0.94 0.97 1 1 1.0 1.0 1.1
2 1.14 1 1.0 0.9 0.96 0.91 0.95 0.9 1 1.0 1.0 1.1
2 1.17 1.0 1.0 0.9 0.94 0.88 0.93 0.9 1 1. 1.1 1.1
3 1 1.0 1.0 0.9 0.92 0.85 0 0,9 1 1.1 1.1 1.2
3 1.23 1.0 1.0 0.9 0.89 0.82 0,87 0,9 1 1.1 1.1 1.2
4 1.27 1.0 1.0 0.9 0.86 0.78 0.84 0.9 1 1.1 1. 1.2
4 1.31 1 1.0 0.9 0.81 0.71 0.78 0 0.9 1.1 1.2 1.3
5
0
1.37 1.1
2
1.0
8
0.8
9
0.77 0.67 0.74 0.8
8
0.9
9
1.1
9
1.2
9
1.4
1
Mg. Ing. Giovene Pérez Campomanes
Blog: ingenieriahidraulicausmp.blogspot.com
Email: gpcampomanes@gmail.com

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Practica dirigida final_18_2

  • 1. Practica Dirigida Curso Hidrología PRÁCTICA DIRIGIDA 1. En la estación Tilaran, que se encuentra a 10 latitud norte, se tiene los siguientes datos de temperaturas, medias mensuales, para el periodo 1980- 2000, los cuales se muestran en la figura adjunta. en feb mar abr may jun j ago. s oct nov dic. 22.60 22.9 0 23.70 24.7 0 23.7 0 23.9 0 23.8 0 23.80 23.80 28.7 0 23.2 0 22.7 0 2. Si se tiene 02 estaciones hidrométricas, Condocerro, La balsa, se conoce la información hidrometeorológica y los volúmenes de agua subterránea como se muestra a continuación: Estación hidrométrica de Condorcerro CUENCA: RÍO SANTA 550 msnm Años E n e f e b M a r abr. M a y jun. j u l Ago Set oct. nov. D i c 195 4 218.86 128.99 181.97 87.0 6 6 4. 4 43.4 7 35.1 4 34.49 41.1 3 53.5 105.45 114.4 6 195 5 97.87 255.61 251.98 127.7 2 87.59 43.7 9 31.5 5 27.86 28.1 1 49.7 60.32 81.2 3 195 6 114.19 197.72 221.67 207.9 3 81.54 44.3 30.9 2 27.5 32.3 3 4 6 57.74 89.5 7 195 7 85.65 177.47 189.51 136. 4 6 9. 8 38.9 8 33.3 2 32.87 38.1 9 51.8 7 53.08 70.0 6 195 8 115.56 135.91 217.34 139.9 3 72.87 43.8 2 33.6 32.78 42. 8 62.3 3 89.81 109.7 1 195 9 79.21 104.51 162.98 139. 8 7 4 47.3 4 36.7 8 42.76 38.2 1 49.7 9 74.39 84.6 8 196 0 177.79 254.44 290.88 179.7 5 71.26 51.6 41.0 9 45.75 35.1 9 63.8 1 64.26 114.7 9 196 1 160.81 116.98 184.02 186.8 5 70.67 39.8 5 28.6 4 25.64 24.3 3 45.1 9 63.62 72.0 7 196 2 190.98 269.11 314.43 166.2 6 60.84 38.2 31.1 4 33.31 37.9 4 34.9 5 78.73 126.9 8 196 3 127.17 145.44 279.24 180.4 1 67.44 37.6 4 29.6 2 29.97 36.3 7 37.5 64.58 73.0 9 196 4 126.64 176.45 206.21 162.2 3 79.73 37.9 33.9 6 31.25 28.6 3 43.1 3 86.49 142.4 4 196 5 70.95 100.38 228.89 104.8 9 6 0 33.6 7 27.2 8 27.76 43.5 3 52.7 5 71.18 59.9 6 196 6 1 5 4 147.4 118.59 77.9 58.13 41.3 8 38.6 1 39.76 45.6 8 64.1 8 68.63 93.0 7 196 7 131.17 362.96 315.23 97.7 1 58.12 36.9 9 29.0 4 27.92 32.8 2 83.2 8 90.21 94.0 9 196 8 92.93 96.24 126.45 67.3 5 39.69 31.9 3 27.9 4 25.48 36.3 3 71.4 4 66.49 70.3 5 Mg. Ing. Giovene Pérez Campomanes Blog: ingenieriahidraulicausmp.blogspot.com Email: gpcampomanes@gmail.com
  • 2. Practica Dirigida Curso Hidrología 196 9 83.56 98.16 136.62 131.6 3 62.95 47.7 6 35.2 3 37.04 37.5 3 58.2 6 67.08 76.5 197 0 182.17 117.48 123.62 158. 2 116.25 57.6 4 42.6 9 42.36 45. 6 66.6 6 83.31 149.2 4 197 1 1 3 7 206.1 288.4 1 3 5 5 6. 1 3 9 36.6 33.6 29.8 1 67.2 9 4 128. 5 Mg. Ing. Giovene Pérez Campomanes Blog: ingenieriahidraulicausmp.blogspot.com Email: gpcampomanes@gmail.com
  • 3. Practica Dirigida Curso Hidrología 197 2 133.48 177.51 230.8 196.9 1 96.11 56.1 9 36.7 4 33.16 35.6 4 56.8 3 59.35 106.0 7 197 3 122.2 121.65 219.77 229.8 3 9 7. 7 41.4 3 31.9 9 31.65 37.5 1 43.6 3 67.76 95.2 197 4 198.49 293.25 272.37 1 6 8 6 0. 1 42.6 8 29.6 1 26.39 26.1 9 79.7 113.37 135.7 7 ESTACIÓN HIDROMÉTRICA DE LA BALSA CUENCA: RÍO SANTA 3850 msnm Año Ene Feb. Mar A b r May J u n J u l Ago S e t O c t N o v D i c 1954 218.8 5 128.9 9 181.9 7 87.0 6 64.4 43.47 35.1 4 34.4 9 41.13 4 9. 7 60.32 81.23 1955 97.8 7 255.6 1 251.9 8 129.7 3 87.5 9 43.79 31.5 5 27.8 6 28.11 4 6 57.74 89.57 1956 114.1 9 197.7 2 221.6 7 207.9 3 81.5 4 4 4. 3 30.9 2 27.5 32.33 51.87 53.08 70.06 1957 85.6 5 177.4 7 189.5 1 136. 4 69.8 38.98 33.3 2 32.8 7 38.19 62.33 89.81 109.71 1958 115.5 6 135.9 1 217.3 4 139.9 8 72.8 7 43.82 33.6 32.7 8 4 2. 8 49.79 74.39 84.68 1959 79.2 1 104.5 1 162.9 8 129.7 3 64.1 47.34 36.7 8 42.7 6 38.21 63.81 64.26 114.79 1960 177.8 2 254.4 4 290.9 8 179.7 5 71.2 6 5 1. 6 41.0 9 45.7 5 36.19 45.19 63.62 72.07 1961 160.8 1 116.9 8 184.0 2 186.8 5 70.6 7 39.85 28.6 4 25.6 4 24.33 34.95 78.73 126.98 1962 128.7 9 162.6 2 314.4 3 129.7 3 64.1 3 8. 2 31.1 4 33.3 1 37.94 3 7. 5 64.58 73.09 1963 127.1 7 145.4 4 279.2 4 180.4 1 67.4 4 37.64 29.6 2 29.9 7 36.37 43.13 86.49 142.44 1964 126.6 4 176.4 5 206.2 1 162.2 9 79.7 3 3 7. 9 33.9 6 31.2 5 28.63 52.75 71.18 59.96 1965 70.9 5 100.3 8 238. 8 104. 8 6 0 33.67 27.2 8 27.7 6 43.53 64.18 68.63 93.07 1966 1 5 4 147. 4 118.5 9 77.9 58.1 3 41.38 38.6 1 39.7 6 45.68 83.28 90.21 94.09 1967 131.1 7 362.9 6 315.2 3 97.7 1 58.1 2 36.99 29.0 4 27.9 2 32.82 71.44 66.49 70.35 1968 92.9 3 96.2 4 126.4 5 67.3 5 39.6 9 31.93 27.9 6 25.4 8 36.33 58.26 67.08 7 6. 5 1969 83.5 6 98.1 6 135.6 2 131.6 3 62.9 5 47.76 35.2 3 37.0 4 37.53 66.66 83.31 149.24 1970 182.1 7 117.4 8 129.6 2 158. 2 116.2 5 38.48 31.1 5 32.1 9 36.19 55.01 73.64 9 4. 2 1971 128.7 9 162.6 2 195. 7 129.7 3 64.1 38.48 31.1 5 32.1 9 29.81 56.83 59.35 105.07 1972 138.4 8 162.6 2 230. 8 196.9 1 96.1 1 56.19 36.7 4 33.1 6 35.64 43.63 67.76 9 5. 2 1973 122. 2 121.6 5 219.7 7 229.8 3 97.7 41.43 31.9 9 31.6 5 37.51 7 9. 7 113.37 135.77 Mg. Ing. Giovene Pérez Campomanes Blog: ingenieriahidraulicausmp.blogspot.com Email: gpcampomanes@gmail.com
  • 4. Practica Dirigida Curso Hidrología 1974 198.4 9 298.2 5 272.3 7 168 60.1 42.68 29.6 1 26.3 9 26.19 39.28 59.86 80.41 Mg. Ing. Giovene Pérez Campomanes Blog: ingenieriahidraulicausmp.blogspot.com Email: gpcampomanes@gmail.com
  • 5. Practica Dirigida Curso Hidrología DATOS COMPLEMENTARIOS Mes U ni En e Fe b. Ma r. Ab r. Ma y Ju n. Ju l. Ag o Se t Oc t. No v. Di c. Maíz ha s 1 0,8 5 0 , 9 0,5 5 1 0,8 5 0 , 9 0,5 5 Frijoles ha s 1 , 8 1 , 5 1 , 2 0,5 0 1 , 8 1 , 5 1 , 2 0,5 0 Algodón ha s 1 , 5 0 , 9 0 . 9 0.8 5 0 . 9 0,7 5 0 , 7 0, 5 Frutales ha s 1 , 2 1,2 5 1 , 5 1 , 1 1 1 1 1 1 , 4 1 , 3 1 , 2 1, 15 Maíz M 3 180 00 180 00 180 00 180 00 120 00 120 00 120 00 120 00 Frijoles M 3 200 00 200 00 200 00 200 00 100 00 100 00 100 00 100 00 Algodón M 3 400 00 400 00 400 00 400 00 400 00 400 00 400 00 400 00 Frutales M 3 250 00 250 00 250 00 250 00 250 00 250 00 250 00 250 00 250 00 250 00 250 00 250 00 Volumen total aprox. Del agua subterránea en la cuenca baja Me s E n e Fe b. Mar. Abr. Ma y Jun. J u l. Ag o Se t Oc t. No v. Dic . Vol. (MM3) 0 . 5 0 . 6 0. 4 5 0 . 3 0 . 2 0. 1 5 0 . 3 0.2 5 0.3 3 0.4 2 0.4 8 0.5 2 Además, conocemos que la cuenca cuenta con un reservorio que tiene como volumen total 50 MMC, con un volumen muerto, de 30 % de su volumen total; tenemos la demanda de otros usos total (minero e industrial), es de 7 l/s; y la Pe: 0 mm; eficiencia: 0.65; se tiene como información de la cuenca que la demanda de uso poblacional es de 2 l/s. Hallar: a) Calcular la evapotranspiración potencial b) La oferta total existente mensual. c) Cuál sería la cantidad de agua que se necesita para cubrir la demanda existente d) El balance hídrico final mensual. Mg. Ing. Giovene Pérez Campomanes Blog: ingenieriahidraulicausmp.blogspot.com Email: gpcampomanes@gmail.com
  • 6. Practica Dirigida Curso Hidrología LATITUD E F M A M J J A S O N D NOR 5 0 0.74 0.7 8 1.0 2 1.1 5 1.33 1.36 1.37 1.2 5 1.0 6 0.9 2 0.7 6 0.7 0 4 0 1.0 1.1 1.28 1.29 1.31 1.2 1.0 0.9 0.7 0.7 4 0.84 0.8 1.0 1.1 1.24 1.25 1.27 1.1 1.0 0.9 0.8 0.8 3 0.87 0.8 1.0 1.0 1.21 1.21 1.23 1.1 1.0 0.9 0.8 0.8 3 0 0.8 1.0 1.0 1.18 1.17 1 1.1 1.0 0.9 0.8 0.8 2 0.93 0.8 1.0 1.0 1.15 1.14 1.71 1.1 1.0 0.9 0.9 0.9 2 0.95 0 1.0 1.0 1.13 1.11 1.14 1.1 1.0 1 0.9 0.9 1 0.97 0.9 1.0 1.0 1.11 1.08 1.12 1.0 1.0 1.0 0.9 0.9 1 0 0.98 0.9 1 1.0 3 1.0 3 1.08 1.06 1.08 1.0 7 1.0 2 1.0 2 0.9 8 0.9 9 0 1.02 0.9 4 1.0 4 1.0 1 1.04 1.01 1.04 1.0 4 1.0 1 1.0 4 1.0 1 1.0 4 5 1.04 0.9 5 1.0 4 1 1.02 0.99 1.02 1.0 3 1 1.0 5 1.0 3 1.0 6 1 1.08 0.9 1.0 0.9 1.01 0.96 1 1.0 1 1.0 1.0 1.1 1 1.12 0.9 1.0 0.9 0.98 0.94 0.97 1 1 1.0 1.0 1.1 2 1.14 1 1.0 0.9 0.96 0.91 0.95 0.9 1 1.0 1.0 1.1 2 1.17 1.0 1.0 0.9 0.94 0.88 0.93 0.9 1 1. 1.1 1.1 3 1 1.0 1.0 0.9 0.92 0.85 0 0,9 1 1.1 1.1 1.2 3 1.23 1.0 1.0 0.9 0.89 0.82 0,87 0,9 1 1.1 1.1 1.2 4 1.27 1.0 1.0 0.9 0.86 0.78 0.84 0.9 1 1.1 1. 1.2 4 1.31 1 1.0 0.9 0.81 0.71 0.78 0 0.9 1.1 1.2 1.3 5 0 1.37 1.1 2 1.0 8 0.8 9 0.77 0.67 0.74 0.8 8 0.9 9 1.1 9 1.2 9 1.4 1 Mg. Ing. Giovene Pérez Campomanes Blog: ingenieriahidraulicausmp.blogspot.com Email: gpcampomanes@gmail.com
  • 7. Practica Dirigida Curso Hidrología LATITUD E F M A M J J A S O N D NOR 5 0 0.74 0.7 8 1.0 2 1.1 5 1.33 1.36 1.37 1.2 5 1.0 6 0.9 2 0.7 6 0.7 0 4 0 1.0 1.1 1.28 1.29 1.31 1.2 1.0 0.9 0.7 0.7 4 0.84 0.8 1.0 1.1 1.24 1.25 1.27 1.1 1.0 0.9 0.8 0.8 3 0.87 0.8 1.0 1.0 1.21 1.21 1.23 1.1 1.0 0.9 0.8 0.8 3 0 0.8 1.0 1.0 1.18 1.17 1 1.1 1.0 0.9 0.8 0.8 2 0.93 0.8 1.0 1.0 1.15 1.14 1.71 1.1 1.0 0.9 0.9 0.9 2 0.95 0 1.0 1.0 1.13 1.11 1.14 1.1 1.0 1 0.9 0.9 1 0.97 0.9 1.0 1.0 1.11 1.08 1.12 1.0 1.0 1.0 0.9 0.9 1 0 0.98 0.9 1 1.0 3 1.0 3 1.08 1.06 1.08 1.0 7 1.0 2 1.0 2 0.9 8 0.9 9 0 1.02 0.9 4 1.0 4 1.0 1 1.04 1.01 1.04 1.0 4 1.0 1 1.0 4 1.0 1 1.0 4 5 1.04 0.9 5 1.0 4 1 1.02 0.99 1.02 1.0 3 1 1.0 5 1.0 3 1.0 6 1 1.08 0.9 1.0 0.9 1.01 0.96 1 1.0 1 1.0 1.0 1.1 1 1.12 0.9 1.0 0.9 0.98 0.94 0.97 1 1 1.0 1.0 1.1 2 1.14 1 1.0 0.9 0.96 0.91 0.95 0.9 1 1.0 1.0 1.1 2 1.17 1.0 1.0 0.9 0.94 0.88 0.93 0.9 1 1. 1.1 1.1 3 1 1.0 1.0 0.9 0.92 0.85 0 0,9 1 1.1 1.1 1.2 3 1.23 1.0 1.0 0.9 0.89 0.82 0,87 0,9 1 1.1 1.1 1.2 4 1.27 1.0 1.0 0.9 0.86 0.78 0.84 0.9 1 1.1 1. 1.2 4 1.31 1 1.0 0.9 0.81 0.71 0.78 0 0.9 1.1 1.2 1.3 5 0 1.37 1.1 2 1.0 8 0.8 9 0.77 0.67 0.74 0.8 8 0.9 9 1.1 9 1.2 9 1.4 1 Mg. Ing. Giovene Pérez Campomanes Blog: ingenieriahidraulicausmp.blogspot.com Email: gpcampomanes@gmail.com