calculo de precipiotacion
TRANSCRIPT
REGRESION
ESTACIONALTITUD PTA
(msnm) (mm)
COLLOTA 3800 481.25RECRETA 4020 535.78
CONOCOCHA 4150 585.16YANACOCHA 4450 854.55
Del grafico
P = 0.5822 * H - 1775,5 (mm) R = 0.91
* Reemplazando al altitud media de la micro cuenca H = 4884.76 msnm
promedia anual en la microcuenca condorcocha
P = 1068.39 mm
Factor que genera las precipitaciones (f1) 1.25023523 Con la Estación Yanacocha.
* Reemplazando al altitud media del Area de Cultivo H = 4050 msnm
promedia anual en la microcuenca condorcocha
P = 582.41 mm
Factor que genera las precipitaciones (f1) 1.08702263 Con la Estación Recreta.
3700 3800 3900 4000 4100 4200 4300 4400 4500400.00450.00500.00550.00600.00650.00700.00750.00800.00850.00900.00
f(x) = 0.58215075937393 x − 1775.54286219335R² = 0.909765157632188
PPA Vs Alitud
PPA Vs Alitud Linear (PPA Vs Alitud)Linear (PPA Vs Alitud)
ALTITUD m.s.n.m
PTA
mm
para el calculo de la precipitacion
Con la Estación Yanacocha.
para el calculo de la precipitacion
Con la Estación Recreta.
3700 3800 3900 4000 4100 4200 4300 4400 4500400.00450.00500.00550.00600.00650.00700.00750.00800.00850.00900.00
f(x) = 0.58215075937393 x − 1775.54286219335R² = 0.909765157632188
PPA Vs Alitud
PPA Vs Alitud Linear (PPA Vs Alitud)Linear (PPA Vs Alitud)
ALTITUD m.s.n.m
PTA
mm
CACULO DEL COEFICIENTE DE ESCURRIMIENTO
1. METODO DE LUC TURC:
……………………….(a)
DONDE:
C= Coeficiente de escurrimiento
P= Precipitacion total anual (mm/año)
D= Deficit de escurrimiento (mm/año)
…………………………………………………………(b)
…………………………………………………….( c)
DONDE:
L: coeficiente de temperatura
T: Temperatura media anual en Cº
La temperatura media se hallo seguin la tabla que se anexa
ESTACION ENE FEB MAR ABR MAY
Lampas alto 6.2 6 6.3 6.3 6
Temperatura media anual = 6.09 Cº
Reemplazando los datos en las ecuaciones anteriores resulta:
T = 6,09 Cº, reemplazando en CL = 463.54D = 333.37C = 0.688
Coeficiente de escurrimiento por el metodo de turc :
C = 0.688
2. METODO DEL MANUAL DE PEQUENAS IRRIGACIONES :
Se toma la siguiente imformacion:
Para cuenca pequeñas ( hasta 5 km2) en la sierra, a alturas mayores a 3500 msnmy con terreno rocosi con mucha pendinete se toma un valor de escurrimiento " C "qye varia entre 0,60 a 0,70
Estas condiciones son las que se adaptan a nuestra cuenca: por lo tanto tomaremos un valor de C = 0,65
Coeficiente de escurrimiento por el metodo del manual de pequenas irrigaciones
C = 0.65
3. METODO DE LA ONERN :
Superponiendo nuestra cuenca en el plano de Zonas de vida se observa quese hubica en la zona pmh - Sat ( Perhumedo), en base a eso se calcula loscoeficentes de escorrentia:
Coeficiente de escorrentia minimio : 0,48Coeficiente de escorrentia maximo : 0,83Coeficiente de escorrentia promedio : 0,68
Coeficiente de escurrimiento por el metodo del ONERN
C = 0.68
Resumen:
Metodo COEFIC. ESCURRI TURC 0.688
MANUAL 0.650ONERG 0.680PROM. 0.673
Coeficiente de escurriento a usar :
C = 0.673
…………………………………………………………(b)
…………………………………………………….( c)
JUN JUL AGO SET OCT NOV DIC
6 6 6.1 6.1 6 6 6.1
CALCULO DE LA TEMPERATURA EN LA CUENCA DE APORTE
Estación Meteorológica Registro de Temperaturas Promedios Mensuales °C
Código NombreAltitud
ENE FEB MAR ABRm.s.n.m.
M001 Lampas Alto 4030 6.2 6 6.3 6.3
M002 Conococha 4020 6.3 6.5 6.5 6.3
M003 Lampas Bajo 3950 6.4 6.3 6.4 6.6
M004 Querococha 3955 7.1 7 7.1 7.3
M005 San Lorenzo 3750 9.3 9.2 9 9.4
M006 Recuay 3394 11.4 11.9 11.5 11.8
M007 Huaraz 3207 14.2 14.1 13.9 13.5
M008 Anta 2748 16.3 15.9 16.3 16.4
M009 Caraz 2205 16.8 17 17.1 16.9
M010 Safuna 4275 4.8 4.9 4.7 5
M011 Hidroeléctrica 1380 24.5 24.7 24.6 25
M012 Corongo 3192 11.3 11.1 10.5 12.2
M013 Santiago de Chuco 3129 12.2 12.3 12 12.4
Promedio 3325.8 11.3 11.3 11.2 11.5
Desv. Estándar 831.5 5.6 5.6 5.6 5.7
Parámetros de la Ecuación r = -0.98 -0.98 -0.98 -0.99
Lineal de la Temperatura m = -0.0066 -0.0067 -0.0067 -0.0067
media mensual b = 33.34 33.53 33.43 33.78
Gradiente Térmico Media Men 0.97 0.97 0.97 0.97
Y = mx + b
Y = Temperatura °C
X = Altura de la estación en m.s.n.m.
CUENCA DE PORTE
X= 4884.76 m.s.n.m
MESES ENE FEB MAR ABR MAY
TEMPERATURA 1.10 0.80 0.70 1.05 1.06
Se utilizara los valores de la estacion metereologica de Lampas alto ya que la temperatura para nuestra cuenca de aporte es muy baja,y la altitud de la estacion de Lampas alto
tiene relacion con la altitud de nuestra cuenca
ESTACION ENE FEB MAR ABR MAY
Lampas alto 6.2 6 6.3 6.3 6
Temperatura media anual = 6.09
R2 =
CALCULO DE LA TEMPERATURA EN LA CUENCA DE APORTE
Registro de Temperaturas Promedios Mensuales °C
MAY JUN JUL AGO SET OCT NOV
6 6 6 6.1 6.1 6 6
5.7 4.4 4.2 4.8 5.7 6 5.6
6.5 6.7 6.7 7.5 7.1 6.3 6.2
7.4 7.3 7.1 7.5 7.5 7.4 7.5
9.4 9.1 9 9.1 9.1 9.4 9.5
11.2 10 10.3 10.7 12.6 11.6 11.8
13.5 12.8 12.9 13.5 14.4 14.3 13.9
16.7 16.3 15.9 16.1 16.6 17 16.8
16.6 15.8 15.8 16 16.4 16.4 16.6
5 4.7 4.7 4.9 4.8 4.9 5.3
24.9 24.3 24.1 24.8 25.2 25 24.8
12.1 12.8 12 12 12.9 10.8 10.3
12.5 11.7 12.3 12.5 13.2 11.9 11.5
11.3 10.9 10.8 11.2 11.7 11.3 11.2
5.7 5.6 5.6 5.6 5.8 5.8 5.7
-0.98 -0.98 -0.98 -0.98 -0.98 -0.97 -0.97
-0.0067 -0.0066 -0.0066 -0.0066 -0.0068 -0.0067 -0.0067
33.79 32.91 32.72 33.2 34.25 33.72 33.37
0.97 0.96 0.96 0.96 0.96 0.95 0.95
JUN JUL AGO SET OCT NOV DIC
0.67 0.48 0.96 1.03 0.99 0.64 0.97
Se utilizara los valores de la estacion metereologica de Lampas alto ya que la temperatura para nuestra cuenca de aporte es muy baja,y la altitud de la estacion de Lampas alto
JUN JUL AGO SET OCT NOV DIC
6 6 6.1 6.1 6 6 6.1
Cº
CALCULO DE LA TEMPERATURA EN LA CUENCA DE APORTE
Registro de Temperaturas Promedios Mensuales °C
DIC
6.1
5.8
6.4
7.3
9.4
11.3
14
16.8
16.4
4.8
24.5
10.8
11.8
11.2
5.6
-0.98
-0.0066
33.21
0.95
DATOS METEREOLOGICOS DE PRECIPITACION
ESTACION : COLLOTA SERIE HISTORICA - PERIODO(1953-1994)LATITUD SUR : 09º 56' 50" LONGITUD OESTE
AÑO ENE FEB MAR ABR MAY1953 94.2 194.3 115.8 84.7 49.81954 148.7 62.2 64.9 20.7 17.21955 68.7 138.7 164.7 37.3 16.01956 81.2 105.5 113.1 95.9 0.01957 72.3 124.6 58.0 49.3 0.01958 70.8 79.4 133.3 91.9 5.91959 15.4 145.2 156.3 55.1 94.11960 61.1 53.3 123.1 66.9 26.11961 154.1 107.2 90.7 78.2 36.71962 117.4 39.7 146.3 60.5 0.01963 152.8 52.1 113.7 77.0 22.51964 10.1 96.6 103.1 72.3 23.71965 20.1 43.9 124.4 12.5 0.01966 94.8 46.9 71.7 33.2 3.01967 92.4 128.6 123.7 17.2 8.31968 39.0 48.0 69.3 0.0 30.01969 33.7 59.2 65.8 50.3 7.11970 114.3 48.0 60.5 86.6 27.31971 35.5 98.3 155.2 3.5 0.01972 84.8 85.9 306.6 58.1 5.91973 91.9 78.9 178.9 119.0 34.41974 138.5 183.0 154.5 21.8 0.01975 98.3 74.0 123.2 42.1 21.31976 106.7 84.1 82.4 14.8 7.11977 59.2 136.8 100.7 17.2 0.01978 47.4 69.3 8.9 9.5 0.01979 19.5 36.1 149.9 1.8 16.61980 110.2 13.7 61.6 7.7 0.01981 76.4 96.6 123.7 7.1 0.01982 117.8 124.4 90.6 48.0 0.01983 78.8 13.0 78.1 49.2 27.21984 38.5 210.8 184.0 120.7 49.11985 19.6 93.6 94.2 43.2 34.91986 159.9 119.0 60.4 93.0 0.01987 54.5 114.3 20.7 53.9 31.41988 61.0 100.7 54.5 114.3 77.01989 50.9 184.8 132.6 58.6 45.01990 41.5 27.3 61.0 8.3 0.01991 38.5 26.6 126.1 17.2 17.71992 30.8 67.2 52.1 43.2 40.91993 62.2 130.7 148.5 96.4 64.0
1994 91.3 84.1 154.6 46.9 22.5MEDIA 75.11 91.11 109.56 49.65 20.54
PRECIPITACION PROMEDIO ANUAL :
PPA= 481.2 mm
ESTACION : RECRETA SERIE HISTORICA - PERIODO(1961-1973)LATITUD SUR : 10º 02' 27" LONGITUD OESTE
AÑO ENE FEB MAR ABR MAY1961 127.8 92.7 74.5 61.9 50.91962 132.7 109.1 180.6 86.0 0.01963 111.5 96.3 147.1 80.5 3.01964 7.3 127.1 183.0 55.2 30.31965 40.0 50.3 158.6 15.8 12.11966 126.6 53.4 82.9 26.7 6.01967 82.3 169.5 98.6 10.9 6.61968 50.9 26.3 88.4 14.5 24.81969 19.2 91.5 105.9 66.6 0.01970 148.4 41.2 86.6 88.4 40.61971 50.3 121.7 170.8 19.9 0.01972 147.8 18.2 395.0 46.6 15.21973 133.3 84.8 120.5 127.8 8.4
MEDIA 90.6 83.2 145.6 53.9 15.2
PRECIPITACION PROMEDIO ANUAL :
PPA= 535.8 mm
ESTACION : CONOCOCHA SERIE HISTORICA - PERIODO(1958-1967)LATITUD SUR : 10º 08' 00" LONGITUD OESTE
AÑO ENE FEB MAR ABR MAY1958 53.1 103.0 168.7 18.9 4.01959 47.5 157.8 155.7 85.1 10.11960 90.9 122.9 86.7 95.0 0.01961 139.0 136.9 154.7 48.1 32.21962 99.6 87.6 169.4 88.4 7.91963 111.0 110.6 186.6 50.4 2.91964 57.7 109.2 142.8 83.8 37.51965 45.7 97.4 165.7 49.6 2.2
1966 131.0 57.1 44.8 51.2 10.61967 114.3 253.7 122.7 46.4 13.1
MEDIA 89.0 123.6 139.8 61.7 12.1
PRECIPITACION PROMEDIO ANUAL :
PPA= 585.2 mm
ESTACION : YANACOCHA SERIE HISTORICA - PERIODO(1953-1994)LATITUD SUR : 10º 02' 24" LONGITUD OESTE
AÑO ENE FEB MAR ABR MAY1953 0.0 281.9 129.9 102.7 54.11954 151.9 89.9 185.3 60.8 0.01955 117.3 274.0 264.8 82.6 48.61956 158.0 100.1 394.6 124.5 85.11957 136.1 30.4 121.0 157.5 17.01958 154.9 124.5 182.3 94.2 42.51959 40.1 215.7 284.3 130.6 121.61960 171.3 181.0 143.9 167.6 40.11961 139.8 120.9 188.3 113.6 71.71962 135.4 194.4 264.9 99.0 12.21963 141.5 162.9 319.5 223.6 3.61964 26.7 224.8 192.5 154.9 39.51965 112.4 136.1 218.6 25.7 15.21966 182.9 127.6 111.2 28.6 69.31967 121.5 226.6 378.5 49.9 37.01968 99.6 74.8 145.2 14.6 6.61969 54.7 132.5 168.8 100.8 0.01970 230.8 118.4 133.6 119.1 52.21971 113.6 215.1 175.0 68.6 6.71972 156.8 114.2 370.6 107.5 3.01973 164.6 214.5 174.9 162.8 84.51974 196.3 277.6 190.2 43.8 0.01975 149.4 120.3 227.4 71.7 77.21976 245.4 148.9 213.8 41.3 0.01977 156.1 336.0 62.0 68.7 44.41978 96.6 148.2 52.2 76.6 3.61979 60.1 161.4 290.0 21.3 23.11980 119.7 -9.9 145.2 17.0 4.91981 240.0 246.0 213.9 57.1 25.51982 76.5 278.2 140.9 48.0 42.61983 150.7 159.2 0.0 255.1 66.91984 133.9 205.2 212.7 89.4 38.41985 112.2 139.3 149.5 80.9 40.7
1986 204.7 172.6 71.0 161.1 0.01987 145.8 258.2 46.2 153.7 61.91988 142.3 233.3 80.2 184.8 76.01989 88.1 258.2 197.0 110.0 114.91990 187.8 66.2 77.2 65.1 0.01991 93.0 63.8 183.6 59.6 66.91992 142.7 65.0 83.3 27.3 77.71993 96.6 233.0 211.5 138.2 88.41994 0.0 0.0 366.0 138.0 8.5
MEDIA 129.71 164.79 184.80 97.57 39.81
PRECIPITACION PROMEDIO ANUAL :
PPA= 854.6 mm
ESTACION : MICROCUENCA CONDORCOCHALAT. SUR : 10º 28' 00" LONG. OESTE : 77º 24' 00"
AÑO ENE FEB MAR ABR MAY
1953 0.00 352.44 162.41 128.40 67.641954 189.91 112.40 231.67 76.01 0.001955 146.65 342.56 331.06 103.27 60.761956 197.54 125.15 493.34 155.65 106.401957 170.16 38.01 151.28 196.91 21.251958 193.66 155.65 227.92 117.77 53.131959 50.13 269.68 355.44 163.28 152.031960 214.17 226.29 179.91 209.54 50.131961 174.78 151.15 235.42 142.03 89.641962 169.28 243.05 331.19 123.77 15.251963 176.91 203.66 399.45 279.55 4.501964 33.38 281.05 240.67 193.66 49.381965 140.53 170.16 273.30 32.13 19.001966 228.67 159.53 139.03 35.76 86.641967 151.90 283.30 473.21 62.39 46.261968 124.52 93.52 181.53 18.25 8.251969 68.39 165.66 211.04 126.02 0.001970 288.55 148.03 167.03 148.90 65.261971 142.03 268.93 218.79 85.77 8.381972 196.04 142.78 463.34 134.40 3.751973 205.79 268.18 218.67 203.54 105.641974 245.42 347.07 237.79 54.76 0.001975 186.79 150.40 284.30 89.64 96.521976 306.81 186.16 267.30 51.63 0.001977 195.16 420.08 77.51 85.89 55.511978 120.77 185.28 65.26 95.77 4.501979 75.14 201.79 362.57 26.63 28.88
1980 149.65 -12.38 181.53 21.25 6.131981 300.06 307.56 267.43 71.39 31.881982 95.64 347.82 176.16 60.01 53.261983 188.41 199.04 0.00 318.94 83.641984 167.41 256.55 265.93 111.77 48.011985 140.28 174.16 186.91 101.14 50.881986 255.92 215.79 88.77 201.41 0.001987 182.28 322.81 57.76 192.16 77.391988 177.91 291.68 100.27 231.04 95.021989 110.15 322.81 246.30 137.53 143.651990 234.79 82.77 96.52 81.39 0.001991 116.27 79.77 229.54 74.51 83.641992 178.41 81.27 104.14 34.13 97.081993 120.77 291.30 264.42 172.78 110.521994 0.00 0.00 457.59 172.53 10.63
MEDIA 162.17 206.02 231.04 121.98 49.77
PRECIPITACION PROMEDIO ANUAL :
PPA= 1068.4 mm
PRECIPITACION DEL AREA DE CULTIVOS
ESTACION AREA DE CULTIVOLATITUD SUR LONGITUD OESTE
AÑO ENE FEB MAR ABR MAY1961 138.9 100.8 81.0 67.3 55.31962 144.2 118.6 196.3 93.5 0.01963 121.2 104.7 159.9 87.5 3.31964 7.9 138.2 198.9 60.0 32.91965 43.5 54.7 172.4 17.2 13.21966 137.6 58.0 90.1 29.0 6.51967 89.5 184.3 107.2 11.8 7.21968 55.3 28.6 96.1 15.8 27.01969 20.9 99.5 115.1 72.4 0.01970 161.3 44.8 94.1 96.1 44.11971 54.7 132.3 185.7 21.6 0.01972 160.7 19.8 429.4 50.7 16.51973 144.9 92.2 131.0 138.9 9.1
MEDIA 98.5 90.5 158.2 58.6 16.5
ESTACION : AREA DE CULTIVOS
PRECIPITACIONES GENERADAS AL 75%
AÑO ENE FEB MAR ABR
Pp Media 98.51 90.48 158.25 58.60Pp al 75% (mm) 73.8820 67.8616 118.6841 43.9492
Pp al 75% (m3/ha) 738.82 678.62 1186.8 439.49
SERIE HISTORICA - PERIODO(1953-1994): 77º 22' 34" ALTITUD 3800
JUN JUL AGO SEP OCT NOV DIC6.5 0.0 0.0 47.4 97.1 173.0 97.20.0 0.0 0.0 17.8 20.1 39.7 34.30.0 0.0 0.0 0.0 5.9 16.0 45.10.0 0.0 8.9 10.1 6.5 0.0 0.00.0 0.0 0.0 9.5 35.7 3.0 53.30.0 0.0 0.0 3.0 41.5 8.9 25.50.0 0.0 0.0 5.9 53.5 15.4 90.10.0 0.0 1.8 11.8 26.7 62.3 0.00.0 0.0 0.0 10.7 5.9 128.7 129.70.0 0.0 0.0 0.0 12.4 20.2 13.10.0 0.0 0.0 0.0 7.8 88.8 51.00.0 0.0 0.0 0.0 33.4 13.1 20.70.0 0.0 0.0 0.0 34.4 5.4 25.00.0 0.0 0.0 13.6 114.8 40.9 37.50.0 8.9 0.0 6.5 82.5 42.1 45.10.0 0.0 14.8 2.4 38.6 38.5 24.30.0 0.0 0.0 0.0 13.1 25.9 127.40.0 0.0 3.0 43.3 24.8 49.9 86.40.0 0.0 0.0 4.2 32.6 12.4 68.20.0 0.0 5.9 4.2 23.7 21.9 83.51.8 0.0 0.0 39.1 56.9 32.6 94.80.0 0.0 0.0 0.0 11.8 5.3 11.30.0 0.0 7.1 10.7 12.4 24.3 51.5
13.6 0.0 0.0 2.4 0.0 0.0 11.30.0 0.0 0.0 0.0 10.7 40.9 61.00.0 0.0 0.0 20.7 11.8 25.5 47.40.0 0.0 0.0 1.2 4.7 123.7 126.10.0 0.0 0.0 0.0 67.5 68.1 41.50.0 0.0 17.7 17.8 24.9 33.2 59.20.0 0.0 3.6 0.0 53.9 62.2 68.13.0 0.0 0.0 0.0 17.7 20.1 155.8
11.3 0.0 0.0 20.1 52.8 32.6 101.50.0 0.0 1.8 27.8 3.0 13.0 41.40.0 1.8 0.0 9.5 5.9 20.7 48.00.0 0.0 0.0 0.0 19.6 23.7 72.80.0 0.0 0.0 0.0 39.1 11.3 65.10.0 0.0 0.0 0.0 66.3 5.9 0.04.1 0.0 0.0 5.9 101.8 98.3 20.10.0 0.0 0.0 0.0 44.4 0.0 39.43.6 0.0 0.0 0.0 49.1 11.8 0.00.0 0.0 0.0 3.0 38.0 40.3 137.5
0.0 0.0 0.0 0.0 0.0 0.0 0.01.05 0.25 1.54 8.30 33.41 35.70 55.03
SERIE HISTORICA - PERIODO(1961-1973): 77º 17' 00" ALTITUD 4020
JUN JUL AGO SEP OCT NOV DIC0.0 0.0 0.0 3.0 17.0 126.5 132.60.0 0.0 0.0 0.0 0.0 20.6 23.00.0 0.0 0.0 0.0 13.2 82.0 49.10.0 0.0 0.0 0.0 30.9 15.1 49.80.0 0.0 0.0 1.8 23.1 7.9 36.30.0 0.0 0.0 15.8 52.1 15.1 26.00.0 15.8 0.0 3.6 66.7 13.0 27.10.0 0.0 13.3 0.0 15.2 24.2 10.30.0 0.0 0.0 0.0 23.6 47.2 167.72.4 0.0 15.8 41.1 39.3 45.5 81.13.0 0.0 18.2 5.5 43.6 21.2 77.00.0 0.0 0.0 6.0 13.9 19.4 60.01.8 0.0 0.3 31.5 70.2 58.1 90.30.6 1.2 3.7 8.3 31.4 38.1 63.9
SERIE HISTORICA - PERIODO(1958-1967): 77º 17' 00" ALTITUD 4150
JUN JUL AGO SEP OCT NOV DIC0.2 0.0 0.5 5.4 69.0 8.8 19.80.3 0.0 0.0 1.1 61.2 20.0 105.20.0 0.0 6.8 10.3 22.3 72.1 43.51.6 0.0 0.3 13.0 9.6 107.1 83.10.0 0.0 0.0 12.1 11.6 53.2 43.70.0 0.0 0.0 5.5 12.5 88.5 64.20.0 0.0 1.6 8.7 48.6 43.8 38.70.0 0.8 3.5 13.6 30.3 25.8 76.6
0.0 0.0 0.0 36.0 71.2 17.5 38.41.6 17.2 3.5 15.9 93.8 15.2 35.60.4 1.8 1.6 12.2 43.0 45.2 54.9
SERIE HISTORICA - PERIODO(1953-1994): 77º 12' 00" ALTITUD : 4450
JUN JUL AGO SEP OCT NOV DIC44.4 7.8 3.0 54.2 89.9 151.9 96.60.0 0.0 0.0 48.6 48.6 72.9 31.00.0 0.0 0.0 25.5 56.5 23.7 100.80.0 0.0 17.6 0.0 38.9 0.0 0.00.0 0.0 0.0 30.4 36.5 18.2 30.40.0 0.0 0.0 4.3 83.8 9.7 49.86.1 0.0 0.0 0.0 80.9 0.0 241.20.0 0.0 0.0 24.3 77.7 102.1 48.70.0 0.0 0.0 21.9 30.4 186.5 186.50.0 0.0 0.0 23.1 44.4 37.7 74.80.0 0.0 0.0 0.0 18.2 102.0 216.8
16.4 0.0 12.8 6.7 30.4 112.9 18.80.0 18.2 0.0 41.9 36.5 16.5 65.60.0 0.0 0.0 55.3 134.9 37.6 55.30.0 17.0 0.0 12.2 179.9 27.9 50.40.0 0.0 21.9 17.6 79.0 62.6 29.70.0 0.0 10.9 0.0 41.3 99.0 233.67.9 0.0 6.1 7.3 75.3 91.7 137.30.0 0.0 23.1 10.3 55.9 37.1 141.60.0 0.0 0.0 4.3 15.2 31.6 89.36.1 0.0 13.4 64.4 106.3 99.7 139.20.0 0.0 0.0 0.0 19.4 20.7 55.30.0 0.0 50.4 66.2 41.9 54.7 58.3
23.1 0.0 0.0 6.7 0.0 0.0 61.449.8 0.0 9.7 17.0 28.0 148.2 79.60.0 6.7 10.5 62.6 19.4 85.1 65.00.0 0.0 0.0 129.1 0.0 19.4 149.23.0 0.0 0.0 9.1 118.5 103.3 127.60.0 0.0 18.8 7.9 21.3 57.7 150.70.0 0.0 6.1 0.0 54.7 109.4 90.00.0 9.1 0.0 7.9 34.0 31.4 104.5
18.0 3.3 8.8 15.8 161.0 96.1 62.80.0 0.0 0.0 78.4 9.1 30.9 94.9
0.0 1.2 0.0 20.1 0.0 62.6 74.20.0 0.0 0.0 6.7 27.8 52.8 170.9
12.8 0.0 0.0 0.0 49.8 21.9 74.80.0 4.9 7.9 0.0 136.1 42.6 0.0
17.6 0.0 0.0 20.1 141.7 173.8 63.80.0 0.0 0.0 0.0 74.2 0.0 0.00.0 0.0 0.0 0.0 20.7 111.8 6.10.0 0.0 0.0 0.0 0.0 208.3 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0
4.89 1.62 5.26 21.43 55.19 65.52 83.96
PRECIPITACIONES GENERADASf = 1.250235225 ALTITUD : 4884.76
JUN JUL AGO SEP OCT NOV DIC
55.51 9.75 3.75 67.76 112.40 189.91 120.770.00 0.00 0.00 60.76 60.76 91.14 38.760.00 0.00 0.00 31.88 70.64 29.63 126.020.00 0.00 22.00 0.00 48.63 0.00 0.000.00 0.00 0.00 38.01 45.63 22.75 38.010.00 0.00 0.00 5.38 104.77 12.13 62.267.63 0.00 0.00 0.00 101.14 0.00 301.560.00 0.00 0.00 30.38 97.14 127.65 60.890.00 0.00 0.00 27.38 38.01 233.17 233.170.00 0.00 0.00 28.88 55.51 47.13 93.520.00 0.00 0.00 0.00 22.75 127.52 271.0520.50 0.00 16.00 8.38 38.01 141.15 23.500.00 22.75 0.00 52.38 45.63 20.63 82.020.00 0.00 0.00 69.14 168.66 47.01 69.140.00 21.25 0.00 15.25 224.92 34.88 63.010.00 0.00 27.38 22.00 98.77 78.26 37.130.00 0.00 13.63 0.00 51.63 123.77 292.059.88 0.00 7.63 9.13 94.14 114.65 171.660.00 0.00 28.88 12.88 69.89 46.38 177.030.00 0.00 0.00 5.38 19.00 39.51 111.657.63 0.00 16.75 80.52 132.90 124.65 174.030.00 0.00 0.00 0.00 24.25 25.88 69.140.00 0.00 63.01 82.77 52.38 68.39 72.8928.88 0.00 0.00 8.38 0.00 0.00 76.7662.26 0.00 12.13 21.25 35.01 185.28 99.520.00 8.38 13.13 78.26 24.25 106.40 81.270.00 0.00 0.00 161.41 0.00 24.25 186.54
3.75 0.00 0.00 11.38 148.15 129.15 159.530.00 0.00 23.50 9.88 26.63 72.14 188.410.00 0.00 7.63 0.00 68.39 136.78 112.520.00 11.38 0.00 9.88 42.51 39.26 130.6522.50 4.13 11.00 19.75 201.29 120.15 78.510.00 0.00 0.00 98.02 11.38 38.63 118.650.00 1.50 0.00 25.13 0.00 78.26 92.770.00 0.00 0.00 8.38 34.76 66.01 213.6716.00 0.00 0.00 0.00 62.26 27.38 93.520.00 6.13 9.88 0.00 170.16 53.26 0.0022.00 0.00 0.00 25.13 177.16 217.29 79.770.00 0.00 0.00 0.00 92.77 0.00 0.000.00 0.00 0.00 0.00 25.88 139.78 7.630.00 0.00 0.00 0.00 0.00 260.42 0.000.00 0.00 0.00 0.00 0.00 0.00 0.006.11 2.03 6.58 26.79 69.00 81.92 104.98
F= 1.08702263 ALTITUD 4050
JUN JUL AGO SEP OCT NOV DIC0.0 0.0 0.0 3.3 18.5 137.5 144.10.0 0.0 0.0 0.0 0.0 22.4 25.00.0 0.0 0.0 0.0 14.3 89.1 53.40.0 0.0 0.0 0.0 33.6 16.4 54.10.0 0.0 0.0 2.0 25.1 8.6 39.50.0 0.0 0.0 17.2 56.6 16.4 28.30.0 17.2 0.0 3.9 72.5 14.1 29.50.0 0.0 14.5 0.0 16.5 26.3 11.20.0 0.0 0.0 0.0 25.7 51.3 182.32.6 0.0 17.2 44.7 42.7 49.5 88.23.3 0.0 19.8 6.0 47.4 23.0 83.70.0 0.0 0.0 6.5 15.1 21.1 65.22.0 0.0 0.3 34.2 76.3 63.2 98.20.6 1.3 4.0 9.1 34.2 41.5 69.4
: AREA DE CULTIVOS
ALTITUD :
MAY JUN JUL AGO SEP OCT NOV
16.55 0.60 1.32 3.98 9.06 34.18 41.4612.4109 0.4515 0.9909 2.9851 6.7918 25.6370 31.0930
124.11 4.52 9.91 29.85 67.92 256.37 310.93
msnm
TOTAL960.0425.6492.4421.2405.7460.2631.0433.1741.9409.6565.7373.0265.7456.4555.3304.9382.5544.1409.9680.5728.3526.2464.9322.4426.5240.5479.6370.3456.6568.6442.9821.4372.5518.2390.9523.0544.1368.3309.9298.6720.6
399.4481.25
msnm
TOTAL686.9552.0582.7498.7345.9404.6494.1267.9521.7630.4531.2722.1727.0535.8
msnm
TOTAL451.4644.0550.5725.6573.5632.2572.4511.2
457.8733.0585.2
msnm
TOTAL1016.4689.0993.8918.8577.5746.0
1120.5956.7
1059.6885.9
1188.1836.4686.7802.7
1100.9551.6841.6979.7847.0892.5
1230.4803.3917.5740.6999.5626.5853.6638.4
1038.9846.4818.8
1045.4735.9
767.5924.0875.9959.7813.3541.1534.6976.0512.5
854.55
msnm
TOTAL Max
1270.7 352.4861.4 231.7
1242.5 342.61148.7 493.3722.0 196.9932.7 227.9
1400.9 355.41196.1 226.31324.7 235.41107.6 331.21485.4 399.51045.7 281.1858.5 273.3
1003.6 228.71376.4 473.2689.6 181.5
1052.2 292.11224.9 288.61058.9 268.91115.8 463.31538.3 268.21004.3 347.11147.1 284.3925.9 306.8
1249.6 420.1783.3 185.3
1067.2 362.6
798.2 181.51298.9 307.61058.2 347.81023.7 318.91307.0 265.9920.0 186.9959.6 255.9
1155.2 322.81095.1 291.71199.9 322.81016.8 234.8676.5 229.5668.3 178.4
1220.2 291.3640.7 457.6
1068.39 231.0
msnm
TOTAL746.7600.0633.4542.1376.0439.8537.1291.2567.1685.3577.4784.9790.3582.4
4050 msnm
DIC TOTAL
69.43 582.4152.0705 436.8075
520.70 4368.08
CALCULO DEL VOLUMEN MENSUAL.
Para el calculo del volumen mensual se aplicara la siguiente formula:
Donde :Vm: Volumen mensual (m^3)
C : coeficiente de escurrimiento
A: area de la cuenca (m^2)I : Precipitacion mensual
- El coeficente se escorrentia se determino haciendo un promedio de los coeficientes hallados por los metodos:
- METODO DE LUC TURC- METODO DEL MANUAL DE PEQUENAS IRRIGACIONES - METODO DE LA ONERN
Obteniedo un valor de C prom = 0,673
- El calor del area se determino en el primer imforme desarrollado, y tiene un valor de :
A = 1122000 m2
- El valor de precipitacion mensual se determino usando el metodo regionalizado:
ESTACION : MICROCUENCA CONDORCOCHALAT. SUR : 10º 28' 00" LONG. OESTE : 77º 24' 00"
AÑO ENE FEB MAR ABR MAY1953 0.00 352.44 162.41 128.40 67.641954 189.91 112.40 231.67 76.01 0.001955 146.65 342.56 331.06 103.27 60.761956 197.54 125.15 493.34 155.65 106.401957 170.16 38.01 151.28 196.91 21.251958 193.66 155.65 227.92 117.77 53.131959 50.13 269.68 355.44 163.28 152.031960 214.17 226.29 179.91 209.54 50.131961 174.78 151.15 235.42 142.03 89.641962 169.28 243.05 331.19 123.77 15.251963 176.91 203.66 399.45 279.55 4.501964 33.38 281.05 240.67 193.66 49.381965 140.53 170.16 273.30 32.13 19.001966 228.67 159.53 139.03 35.76 86.641967 151.90 283.30 473.21 62.39 46.261968 124.52 93.52 181.53 18.25 8.25
1969 68.39 165.66 211.04 126.02 0.001970 288.55 148.03 167.03 148.90 65.261971 142.03 268.93 218.79 85.77 8.381972 196.04 142.78 463.34 134.40 3.751973 205.79 268.18 218.67 203.54 105.641974 245.42 347.07 237.79 54.76 0.001975 186.79 150.40 284.30 89.64 96.521976 306.81 186.16 267.30 51.63 0.001977 195.16 420.08 77.51 85.89 55.511978 120.77 185.28 65.26 95.77 4.501979 75.14 201.79 362.57 26.63 28.881980 149.65 -12.38 181.53 21.25 6.131981 300.06 307.56 267.43 71.39 31.881982 95.64 347.82 176.16 60.01 53.261983 188.41 199.04 0.00 318.94 83.641984 167.41 256.55 265.93 111.77 48.011985 140.28 174.16 186.91 101.14 50.881986 255.92 215.79 88.77 201.41 0.001987 182.28 322.81 57.76 192.16 77.391988 177.91 291.68 100.27 231.04 95.021989 110.15 322.81 246.30 137.53 143.651990 234.79 82.77 96.52 81.39 0.001991 116.27 79.77 229.54 74.51 83.641992 178.41 81.27 104.14 34.13 97.081993 120.77 291.30 264.42 172.78 110.521994 0.00 0.00 457.59 172.53 10.63
MEDIA 162.17 206.02 231.04 121.98 49.77
DISPONIBILIDAD HIDRICA EN LA MICRO CUENCA CONDORCOCHA
DESCRIPCION ENE FEB MAR ABR
Area de la micro cuenca (m2) 1122000 1122000 1122000 1122000
Coef. Escorrentia 0.673 0.673 0.673 0.673
Precipitacion promedia (mm) 162.17 206.02 231.04 121.98
Disponibilidad Bruta (m3) 122453.59 155567.62 174460.06 92111.05
Disponibilidad (75%) (m3) 91196.21 113122.00 120532.87 52206.52Numero de mes 1 2 3 4
0 2 4 6 8 10 120
2
4
6
8
10
12
0 2 4 6 8 10 120
2
4
6
8
10
12
El coeficente se escorrentia se determino haciendo un promedio de los coeficientes hallados por los metodos:
PRECIPITACIONES GENERADASf = 1.2502352251 ALTITUD : 4884.76
JUN JUL AGO SEP OCT NOV DIC55.51 9.75 3.75 67.76 112.40 189.91 120.770.00 0.00 0.00 60.76 60.76 91.14 38.760.00 0.00 0.00 31.88 70.64 29.63 126.020.00 0.00 22.00 0.00 48.63 0.00 0.000.00 0.00 0.00 38.01 45.63 22.75 38.010.00 0.00 0.00 5.38 104.77 12.13 62.267.63 0.00 0.00 0.00 101.14 0.00 301.560.00 0.00 0.00 30.38 97.14 127.65 60.890.00 0.00 0.00 27.38 38.01 233.17 233.170.00 0.00 0.00 28.88 55.51 47.13 93.520.00 0.00 0.00 0.00 22.75 127.52 271.05
20.50 0.00 16.00 8.38 38.01 141.15 23.500.00 22.75 0.00 52.38 45.63 20.63 82.020.00 0.00 0.00 69.14 168.66 47.01 69.140.00 21.25 0.00 15.25 224.92 34.88 63.010.00 0.00 27.38 22.00 98.77 78.26 37.13
0.00 0.00 13.63 0.00 51.63 123.77 292.059.88 0.00 7.63 9.13 94.14 114.65 171.660.00 0.00 28.88 12.88 69.89 46.38 177.030.00 0.00 0.00 5.38 19.00 39.51 111.657.63 0.00 16.75 80.52 132.90 124.65 174.030.00 0.00 0.00 0.00 24.25 25.88 69.140.00 0.00 63.01 82.77 52.38 68.39 72.89
28.88 0.00 0.00 8.38 0.00 0.00 76.7662.26 0.00 12.13 21.25 35.01 185.28 99.520.00 8.38 13.13 78.26 24.25 106.40 81.270.00 0.00 0.00 161.41 0.00 24.25 186.543.75 0.00 0.00 11.38 148.15 129.15 159.530.00 0.00 23.50 9.88 26.63 72.14 188.410.00 0.00 7.63 0.00 68.39 136.78 112.520.00 11.38 0.00 9.88 42.51 39.26 130.65
22.50 4.13 11.00 19.75 201.29 120.15 78.510.00 0.00 0.00 98.02 11.38 38.63 118.650.00 1.50 0.00 25.13 0.00 78.26 92.770.00 0.00 0.00 8.38 34.76 66.01 213.67
16.00 0.00 0.00 0.00 62.26 27.38 93.520.00 6.13 9.88 0.00 170.16 53.26 0.00
22.00 0.00 0.00 25.13 177.16 217.29 79.770.00 0.00 0.00 0.00 92.77 0.00 0.000.00 0.00 0.00 0.00 25.88 139.78 7.630.00 0.00 0.00 0.00 0.00 260.42 0.000.00 0.00 0.00 0.00 0.00 0.00 0.006.11 2.03 6.58 26.79 69.00 81.92 104.98
MAY JUN JUL AGO SEP OCT NOV
1122000 1122000 1122000 1122000 1122000 1122000 1122000
0.673 0.673 0.673 0.673 0.673 0.673 0.673
49.77 6.11 2.03 6.58 26.79 69.00 81.92
37583.71 4612.41 1532.97 4967.55 20227.61 52105.38 61858.42
5829.57 0.00 0.00 0.00 0.00 19235.22 20391.705 6 7 8 9 10 11
0 2 4 6 8 10 120
2
4
6
8
10
12
0 2 4 6 8 10 120
2
4
6
8
10
12
msnm
TOTAL Max1270.74 352.44861.41 231.67
1242.48 342.561148.72 493.34722.01 196.91932.68 227.92
1400.89 355.441196.10 226.291324.75 235.421107.58 331.191485.40 399.451045.70 281.05858.54 273.30
1003.56 228.671376.38 473.21689.63 181.53
1052.20 292.051224.86 288.551058.95 268.931115.83 463.341538.29 268.181004.31 347.071147.09 284.30925.92 306.81
1249.61 420.08783.27 185.28
1067.20 362.57798.15 181.53
1298.87 307.561058.20 347.821023.69 318.941307.00 265.93920.05 186.91959.56 255.92
1155.22 322.811095.08 291.681199.85 322.811016.82 234.79676.50 229.54668.31 178.41
1220.23 291.30640.75 457.59
1068.39 297.88
DIC
1122000
0.673
104.98
79267.33
41798.2612
FACTOR DE EVAPOTRANSPIRACION POTENCIAL
Latitud MESES
Sur ENE FEB MAR ABR MAY JUN
10 2.56700 2.26600 2.35700 2.04300 1.86400 1.67900
10.02 2.56758 2.26626 2.35694 2.04260 1.86336 1.67830
11 2.59600 2.27900 2.35400 2.02300 1.83200 1.64400
Fuente FAO
ALTITUD (N) = 4050.00 m.s.n.m. MF = Factor de evapotranspiracion potencial en funcion a la latitud
TMF =
ETP = MF x TMF x CH x CE CE = 1 + 0.04 x N/2000
N = Altitud
CH =
HR = Humedad Relativa
CALCULO DE EVAPOTRANSPIRACION POTENCIAL (mm/mes)
METODO HARGREAVES
MES TEMP. TMF MF
ENERO 6.20 43.16 2.568
FEBRERO 6.00 42.80 2.266
MARZO 6.30 43.34 2.357
ABRIL 6.30 43.34 2.043
MAYO 6.00 42.80 1.863
JUNIO 6.00 42.80 1.678
JULIO 6.00 42.80 1.788
AGOSTO 6.10 42.98 2.002
SEPTIEMBRE 6.10 42.98 2.191
OCTUBRE 6.00 42.80 2.462
NOVIEMBRE 6.00 42.80 2.473
DICIEMBRE 6.10 42.98 2.578
Temperatura en oF =
0.166 x (100-HR)0.5
OC OF
FACTOR DE EVAPOTRANSPIRACION POTENCIAL
MESES
JUL AGO SEP OCT NOV DIC
1.78900 2.00300 2.19100 2.46200 2.47300 2.57700
1.78830 2.00246 2.19078 2.46216 2.47348 2.57766
1.75400 1.97600 2.18000 2.47000 2.49700 2.61000
Factor de evapotranspiracion potencial en funcion a la latitud
9 x TEMP/5 + 32
CALCULO DE EVAPOTRANSPIRACION POTENCIAL (mm/mes)
METODO HARGREAVES
HR CH CE ETP ETP(mm)
% mm (al 75%)
76.71 0.801 1.081 95.959 71.969
79.98 0.743 1.081 77.879 58.409
79.13 0.758 1.081 83.736 62.802
79.13 0.758 1.081 72.568 54.426
71.00 0.894 1.081 77.068 57.801
73.63 0.852 1.081 66.191 49.644
73.63 0.852 1.081 70.530 52.897
73.63 0.852 1.081 79.308 59.481
73.63 0.852 1.081 86.767 65.075
68.04 0.938 1.081 106.901 80.176
68.32 0.934 1.081 106.933 80.200
72.01 0.878 1.081 105.173 78.880
FACTOR DE EVAPOTRANSPIRACIÓN "MF" EN mm POR MES
LAT. MESES
SUR ENE FEB MAR ABR MAY JUN JUL AGO SET
1 2.788 2.117 2.354 2.197 2.137 1.990 2.091 2.216 2.256
2 2.371 2.136 2.357 2.182 2.108 1.956 2.050 2.194 2.251
3 2.353 2.154 2.360 2.167 2.079 1.922 2.026 2.172 2.246
4 2.385 2.172 2.362 2.151 2.050 1.888 1.993 2.150 2.240
5 2.416 2.189 2.363 2.134 2.020 1.854 1.960 2.126 2.234
6 2.447 2.205 2.363 2.117 1.980 1.820 1.976 2.103 2.226
7 2.478 2.221 2.363 2.099 1.959 1.785 1.893 2.078 2.218
8 2.508 2.237 2.362 2.081 1.927 1.750 1.858 2.054 2.210
9 2.538 2.251 2.360 2.062 1.896 1.715 1.824 2.028 2.201
10 2.567 2.266 2.357 2.043 1.864 1.679 1.789 2.003 2.191
11 2.596 2.279 2.354 2.023 1.832 1.644 1.754 1.976 2.180
12 2.625 2.292 2.350 2.002 1.799 1.608 1.719 1.950 2.169
13 2.652 2.305 2.345 1.981 1.767 1.572 1.684 1.922 2.157
14 2.680 2.317 2.340 1.959 1.733 1.536 1.648 1.895 2.144
15 2.707 2.328 2.334 2.937 1.700 1.500 1.612 1.867 2.131
16 2.734 2.339 2.327 1.914 1.666 1.464 1.576 1.838 2.117
17 2.760 2.349 2.319 1.891 1.632 1.427 1.540 1.809 2.103
18 2.785 2.359 2.311 1.867 1.598 1.391 1.504 1.780 2.088
19 2.811 2.368 2.302 1.843 1.564 1.354 1.467 1.750 2.072
COEFIC. CULTIVO "Kc" PARA SU EMPLEO EN FORM. HARGREAVES
OCT NOV DIC
2.358 2.234 2.265 % DE G R U P O D E C U L T I V O S2.372 2.263 2.301 CRECIM. A B C D2.386 2.290 2.337 0 0.00 0.00 0.00 0.002.398 2.318 2.372 5 0.20 0.15 0.12 0.082.411 2.345 2.407 10 0.36 0.27 0.22 0.152.422 2.371 2.442 15 0.50 0.38 0.30 0.192.433 2.397 2.476 20 0.64 0.48 0.38 0.272.443 2.423 2.510 25 0.75 0.56 0.45 0.332.453 2.448 2.544 30 0.84 0.63 0.50 0.402.462 2.473 2.577 35 0.92 0.69 0.55 0.462.470 2.497 2.610 40 0.97 0.73 0.58 0.522.477 2.520 2.643 45 0.99 0.74 0.60 0.582.484 2.543 2.675 50 1.00 0.75 0.60 0.652.490 2.566 2.706 55 1.00 0.75 0.60 0.712.496 2.588 2.738 60 0.99 0.74 0.60 0.772.500 2.610 2.769 65 0.96 0.72 0.58 0.822.504 2.631 2.799 70 0.91 0.68 0.55 0.882.508 2.651 2.830 75 0.85 0.64 0.51 0.902.510 2.671 2.859 80 0.75 0.56 0.45 0.90
85 0.60 0.45 0.36 0.8090 0.46 0.35 0.28 0.7095 0.28 0.21 0.17 0.60
100 0.00 0.00 0.00 0.00
GRUPO A: Frijol, maíz, algodón , papas, remolacha, tomateGRUPO B: Olivo, durazno, nogal, frutales caducosGRUPO C: Hortalizas, vid, almendrosGRUPO D: Espárragos, cerealesGRUPO E: Pastos, trebol, cultivos de cobertura y plátanoGRUPO F: Naranjo, limón, toronja y otros cítricosGRUPO G: Caña de azucar, alfalfaGRUPO H: Arroz
FUENTE: JORGE ALFREDO LUQUE.- HiIdrología Agrícola Aplicada,
Edic. Hemisferio Sur S.A. 1981 Pag. 175
COEFIC. CULTIVO "Kc" PARA SU EMPLEO EN FORM. HARGREAVES
G R U P O D E C U L T I V O SE F G H
0.00 0.00 0.00 0.001.00 0.60 0.55 0.901.00 0.60 0.60 0.921.00 0.60 0.65 0.951.00 0.60 0.70 0.981.00 0.60 0.75 1.001.00 0.60 0.80 1.031.00 0.60 0.85 1.061.00 0.60 0.90 1.081.00 0.60 0.95 1.101.00 0.60 1.00 1.101.00 0.60 1.00 1.101.00 0.60 1.00 1.101.00 0.60 0.95 1.101.00 0.60 0.90 1.051.00 0.60 0.85 1.001.00 0.60 0.80 0.951.00 0.60 0.75 0.901.00 0.60 0.70 0.851.00 0.60 0.55 0.800.00 0.00 0.00 0.00
HUMEDAD REALTIVA MEDIA MESUAL DE LAS ESTACIONES VECINAS AL PROYECTO (mm)
ESTACIONES ALTITUD ENE FEB MAR ABR MAY
Lampas Alto 4030 75 77 76 71 73Conococha 4020 79 83 83 80 71Lampas Bajo 3950 72 77 76 73 66Querococha 3955 70 72 71 66 61San Lorenzo 3750 65 67 68 64 58
ECUACION DE REGRESION LINEAL PARA HALLAR LA HUMEDAD
MEDIA MENSUAL (E) EN FUNCION DE LA ALTITUD (h)
MES PARAMENTROS DE LA ECUACION
A B
Enero -92.576 0.0418 0.8034Febrero -103.89 0.0454 0.7262Marzo -80.843 0.0395 0.6072Abril -83.682 0.0392 0.4927Mayo -125.83 0.0486 0.7395Junio -123.20 0.047 0.5785Julio 35.884 0.0055 0.1650Agosto 21.127 0.0094 0.5120Septiembre 26.778 0.0086 0.4076Octubre -25.108 0.023 0.5483Noviembre -45.895 0.0282 0.6426Diciembre -79.052 0.0373 0.8244
rcal
HUMEDAD REALTIVA MEDIA MESUAL DE LAS ESTACIONES VECINAS AL PROYECTO (mm)
JUN JUL AGO SET OCT NOV DIC
70 56 58 60 65 66 7070 59 59 63 70 70 7358 59 60 61 68 68 7058 57 58 60 64 63 6656 56 56 59 61 60 61
Cuadro N º 20:
HUMEDAD RELATIVA MEDIA MESUAL ESTIMADA
PARA LA ZONA DEL PROYECTO
Altitud media = 4050 msnm
MES PARAMENTROS DE LA ECUACION HUMEDAD REL. MEDIA
A B MENSUAL (mm)
Enero -92.576 0.0418 76.71Febrero -103.89 0.0454 79.98Marzo -80.843 0.0395 79.13Abril -80.843 0.0395 79.13Mayo -125.83 0.0486 71.00Junio -123.2 0.0486 73.63Julio -123.2 0.0486 73.63Agosto -123.2 0.0486 73.63Septiembre -123.2 0.0486 73.63Octubre -25.108 0.023 68.04Noviembre -45.895 0.0282 68.32Diciembre -79.052 0.0373 72.01
HUMED MEDIA ANUAL 74.07
CALCULO DE DEMANDA DE AGUA DEL CANAL DE RIEGO PUCAJIRCA
a.- CEDULA DE CULTIVO :
Cultivo Area(Ha) ENE FEB MAR ABR
Alfalfa 40.00 xxxxx xxxxx xxxxx xxxxx
Papa 55.00 xxxxx xxxxx
Cebada 40.00 xxxxx xxxxx xxxxx
Trigo 40.00 xxxxx xxxxx xxxxx
Arvejas 30.00 xxxxx xxxxx xxxxx
Habas 30.00 xxxxx xxxxx xxxxx
Total 235.00 0 180 235 235
Cultivo de referencia Area total (Ap) Area (Has)
Parcial (Ha) Ap/At Ene. Feb. Mar.
Alfalfa 40.00 0.170 0.170 0.170 0.170
Papa 55.00 0.234 0.234 0.234
Cebada 40.00 0.170 0.170 0.170 0.170
Trigo 40.00 0.170 0.170 0.170 0.170
Arvejas 30.00 0.128 0.128 0.128 0.128
Habas 30.00 0.128 0.128 0.128 0.128
Área cultivada por mes (Has) (At) 235.00 1.000 0.77 1.00 1.00
Variables Meteorológicas ENE FEB MAR
Evotranspiración potencial mensual (mm) 71.97 58.41 62.80
Evotranspiración potencial mensual (m3/Ha) 719.69 584.09 628.02
Precipitación efectiva (m3/ha) 738.82 678.62 1186.84
Cultivo de referencia Area total (Ap) Area (Has) Kc
Parcial (Ha) Ap/At Ene. Feb. Mar.
Alfalfa 40.00 0.170 0.900 0.900 0.900
Papa 55.00 0.234 0.600 0.900
Cebada 40.00 0.170 0.400 0.500
Trigo 40.00 0.170 0.400 0.500
Arvejas 30.00 0.128 0.450 0.650
Habas 30.00 0.128 0.450 0.650
Área cultivada por mes (Has) (At) 235 1.000 0.766 1.000 1.000
Kc Ponderado 0.153 0.545 0.700
Cuadro Nº 30: DEMANDA DE AGUA DEL PROYECTO
Descripción Ene. Feb. Mar.
A Área cultivada por mes (Has) 0.766 1.000 1.000
B Kc ponderado 0.153 0.545 0.700
C Evapotranspiración potencial (m3/mes/Ha*) 719.694 584.091 628.019
1. CALCULO DEL USO CONSUNTIVO
1ra Campaña
D Evapotranspiración real (m3/mes/Ha*) (B*C) 110.251 318.143 439.613
E Precipitación efectiva (m3/mes/Ha* 738.820 678.616 1186.841
F Déficit de humedad (m3/mes/Ha*) (D-F) 0.000 0.000 0.000
G Eficiencia de riego del proyecto en %} 0.400 0.400 0.400
H Requerimiento de agua o módulo de riego (m3/mes/Ha*) (F/G) 0.00 0.00 0.00
I Número de días del mes 31.000 28.000 31.000
J Número de horas de jornada diaria de riego 15.000 15.000 15.000
K Requerimiento de agua (It/seg/Ha) ((H*1000)/(I*J*60min*60seg) 0.000 0.000 0.000
L Modulo de Riego del proyecto (lt/seg/Ha) (A*K) 0.000 0.000 0.000
SUPERFICIE DE CULTIVOS POR Ha 0.766 1.000 1.000
AREA DEL PROYECTO 235 235 235
AREA TOTAL CULTIVADA MENSUAL EN Ha 180 235 235
REQUERIMIENTO DE AGUA (Lt/seg/Ha) 0.000 0.000 0.000
DEMANDA MENSUAL DE AGUA (Lt/seg) 0.000 0.000 0.000
DEMANDA MENSUAL DE AGUA EN M3 0 0 0
Modulo de Riego máxima : 0.691 lt/seg/ha
Efic. de aplicación de riego: 36.750 lt/seg/ha
Nº de horas de riego diaria : 15.000 lt/seg/ha
Cuadro Nº 31: BALANCE HIDROLOGICO DE LA REPRESA CONDORCOCHA
Meses Aporte Demanda Residuo
m3 m3 m3
ENERO 91196.21 0.00 91,196.21
FEBRERO 113122.00 0.00 113,122.00
MARZO 120532.87 0.00 120,532.87
ABRIL 52206.52 11,208.17 40,998.35
MAYO 5829.57 241,378.51 -235,548.94
JUNIO 0.00 262,940.63 -262,940.63
JULIO 0.00 135,325.29 -135,325.29
AGOSTO 0.00 25,869.62 -25,869.62
SETIEMBRE 0.00 3,177.16 -3,177.16
OCTUBRE 19235.22 0.00 19,235.22
NOVIEMBRE 20391.70 0.00 20,391.70
DICIEMBRE 41798.26 0.00 41,798.26
ENTONCES EL VOLUMEN DE AGUA A REPRESAR SERÁ DE:
DEMANDA MENSUAL DE AGUA (m3)
b.- USO CONSUNTIVO Kc :
Cultivo Area(Ha) ENE FEB MAR ABR
Alfalfa 40.00 0.25 0.81
Papa 55.00 0.15
Cebada 40.00 0.11 0.32 0.49 0.61
Trigo 40.00 0.25
Arvejas 30.00 0.38
Habas 30.00 0.53 0.23
#REF! #REF! 0.20 0.54
#REF! #REF! 0.11 0.32 0.49 0.61
Total : #REF! 0.00 180.00 235.00 235.00
Kc Ponderado : #VALUE! #VALUE! #VALUE! #VALUE!
2.- CALCULO DE LA EVAPOTRANSPIRACION POTENCIAL Y REAL (Etp - Etr):
UBICACIÒN
LATITUD LONGITUD ALTITUD
" S " " W " m.s.n.m
09°44´34¨ 71°53´43¨ 1230
Los cálculos del la Evapotranspiracion Potencial se encuentra en el siguiente Cuadro:
VARIABLES ENE FEB MAR ABR
DIAS 31 28 31 30
T ( °C) 30.00 29.00 25.00 20.00
i (Indice de calor mensual) 15.07 14.32 11.44 8.16
I=∑i 100.37
a =
2.197
ETP (mm/mes) #VALUE! #VALUE! #VALUE! #VALUE!
N° horas de luz de dia 11.00 11.50 11.30 11.00
ETP (mm/mes)-corregida #VALUE! #VALUE! #VALUE! #VALUE!
= 675x10-9xI3-771x10-7xI2+1792x10-5xI+0.49239
3.- CALCULO DE LA DEMANDA DE AGUA Y MODULO DE RIEGO
VARIABLES ENE FEB MAR ABR
Dias 31 28 31 30
Etp (mm/mes) #VALUE! #VALUE! #VALUE! #VALUE!
Kc ponderado #VALUE! #VALUE! #VALUE! #VALUE!
Etr (mm/mes) #VALUE! #VALUE! #VALUE! #VALUE!
Etr (mm/dia) #VALUE! #VALUE! #VALUE! #VALUE!
Precipitac. al 75% (mm/mes) 0.00 0.00 0.00 0.00
Pp Efec (mm/mes) 0.96 1.98 1.91 0.57
Dem. Neta Agua (mm/mes) #VALUE! #VALUE! #VALUE! #VALUE!
Dem. Neta Agua (mm/dia) #VALUE! #VALUE! #VALUE! #VALUE!
Eficiencia de Riego (%) * 0.40 0.40 0.40 0.40
Dem. real Agua (mm/mes) #VALUE! #VALUE! #VALUE! #VALUE!
Dem. real Agua (mm/dia) #VALUE! #VALUE! #VALUE! #VALUE!
Dem. Proyecto (m3/Ha) #VALUE! #VALUE! #VALUE! #VALUE!
Dem. Proyecto (m3) #VALUE! #VALUE! #VALUE! #VALUE!
Dem Proy. (Lt/seg) #VALUE! #VALUE! #VALUE! #VALUE!
Mod. Riego #VALUE! #VALUE! #VALUE! #VALUE!
* Eficiencia de riego para sistema de riego por gravedad
Caudal de diseño es : Q = #VALUE!
Modulo de riego para el proyecto es #VALUE!
Dem. Neta maxima de Agua diaria #VALUE!
CALCULO DE DEMANDA DE AGUA DEL CANAL DE RIEGO PUCAJIRCA
MAY JUN JUL AGO SEP OCT NOV
xxxxx xxxxx xxxxx xxxxx xxxxx xxxxx xxxxx
xxxxx xxxxx xxxxx
xxxxx xxxxx xxxxx xxxxx
xxxxx xxxxx xxxxx xxxxx
xxxxx xxxxx xxxxx xxxxx
xxxxx xxxxx xxxxx xxxxx
235 235 235 180 40 40 40
Abr. May. Jun. Jul. Ago. Set. Oct.
0.170 0.170 0.170 0.170 0.170 0.170 0.170
0.234 0.234 0.234
0.170 0.170 0.170 0.170
0.170 0.170 0.170 0.170
0.128 0.128 0.128 0.128
0.128 0.128 0.128 0.128
1.00 1.00 1.00 0.77 0.17 0.17 0.17
ABR MAY JUN JUL AGO SET OCT
54.43 57.80 49.64 52.90 59.48 65.08 80.18
544.26 578.01 496.44 528.97 594.81 650.75 801.76
439.49 124.11 4.52 9.91 29.85 67.92 256.37
Kc
Abr. May. Jun. Jul. Ago. Set. Oct.
0.900 0.900 0.900 0.900 0.900 0.900 0.900
1.000 0.900 0.800
0.700 0.900 1.000 0.750 0.600
0.700 0.900 1.000 0.750 0.600
0.850 1.000 0.900 0.700 0.500
0.850 1.000 0.900 0.700 0.500
1.000 1.000 1.000 0.766 0.170 0.170 0.170
0.843 0.926 0.911 0.587 0.485 0.153 0.153
Abr. May. Jun. Jul. Ago. Set. Oct.
1.000 1.000 1.000 0.766 0.170 0.170 0.170
0.843 0.926 0.911 0.587 0.485 0.153 0.153
544.262 578.009 496.436 528.974 594.813 650.752 801.761
458.569 534.966 452.074 310.631 288.548 99.690 122.823
439.492 124.109 4.515 9.909 29.851 67.918 256.370
19.078 410.857 447.559 300.723 258.696 31.772 0.000
0.400 0.400 0.400 0.400 0.400 0.400 0.400
47.69 1027.14 1118.90 751.81 646.74 79.43 0.00
30.000 31.000 30.000 31.000 31.000 30.000 31.000
15.000 15.000 15.000 15.000 15.000 15.000 15.000
0.029 0.614 0.691 0.449 0.386 0.049 0.000
0.029 0.614 0.691 0.344 0.066 0.008 0.000
1.000 1.000 1.000 0.766 0.170 0.170 0.170
235 235 235 235 235 235 235
235 235 235 180 40 40 40
0.029 0.614 0.691 0.449 0.386 0.049 0.000
6.919 144.193 162.309 80.839 15.454 1.961 0.000
11208.171238 241378.50821 262940.63281 135325.28734 25869.621571 3177.1607105 0
Residuo Demanda de
m3 Almacenam.
m3
91,196.21 0.00
113,122.00 0.00
120,532.87 0.00
40,998.35 0.00
-235,548.94 -235,548.94
-262,940.63 -498,489.57
-135,325.29 -633,814.86
-25,869.62 -659,684.48
-3,177.16 0.00
19,235.22 0.00
20,391.70 0.00
41,798.26 0.00
659,684.48 m3
MAY JUN JUL AGO SEP OCT NOV
0.98 0.87 0.38
0.48 0.59 0.53 0.23
0.70 0.74 0.75 0.73 0.67 0.56 0.40
0.81 0.98 0.87 0.38
0.88 0.93 0.43
0.15 0.48
0.79 0.94 0.99 0.97 0.87 0.64 0.25
0.70 0.74 0.75 0.73 0.67 0.56 0.40
235.00 235.00 235.00 180.00 40.00 40.00 40.00
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
MAY JUN JUL AGO SEP OCT NOV
31 30 31 31 30 31 30
17.00 15.00 12.00 18.00 20.00 22.00 25.00
6.38 5.28 3.76 6.95 8.16 9.42 11.44
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
10.50 10.40 10.00 10.30 10.30 10.40 10.80
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
MAY JUN JUL AGO SEP OCT NOV
31 30 31 31 30 31 30
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.05 0.00 0.00 0.01 0.07 0.44 0.28
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
0.40 0.40 0.40 0.40 0.40 0.40 0.40
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
Lit/seg
Lit/seg/Ha
mm/dia
CALCULO DE DEMANDA DE AGUA DEL CANAL DE RIEGO PUCAJIRCA
DIC
xxxxx
40
Nov. Dic.
0.170 0.170
0.17 0.17
NOV DIC
80.20 78.88
802.00 788.80
310.93 520.70
Kc
Nov. Dic.
0.900 0.900
0.170 0.170
0.153 0.153
Nov. Dic.
0.170 0.170
0.153 0.153
801.999 788.797
122.859 120.837
310.930 520.705
0.000 0.000
0.400 0.400
0.00 0.00
30.000 31.000
15.000 15.000
0.000 0.000
0.000 0.000
0.170 0.170
235 235
40 40
0.000 0.000
0.000 0.000
0 0
DIC
0.15
0.59
0.15
40.00
#VALUE!
DIC
31
0.00
0.00
#VALUE!
11.00
#VALUE!
DIC
31
#VALUE!
#VALUE!
#VALUE!
#VALUE!
0.00
0.83
#VALUE!
#VALUE!
0.40
#VALUE!
#VALUE!
#VALUE!
#VALUE!
#VALUE!
#VALUE!