balance
DESCRIPTION
RIEGOSTRANSCRIPT
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1986 9.1 8.5 8.5 8.8 5.4 4.6 3.8 5.4 7.1 7.8
1987 9.6 10.0 9.2 8.7 7.0 5.2 4.9 6.3 7.9 9.2
1988 9.7 10.0 9.4 8.4 7.3 4.7 4.6 6.0 8.4 9.1
1989 9.0 8.7 8.5 8.3 6.1 5.5 4.3 5.9 8.4 9.3
1990 9.2 9.1 8.7 8.2 7.2 5.4 4.4 5.9 7.9 9.4
1991 9.6 9.6 9.6 8.3 6.0 4.5 4.2 5.6 7.4 8.7
1992 8.8 9.3 9.0 8.5 6.5 5.9 4.6 5.2 7.5 8.6
1993 8.6 8.9 8.6 8.7 6.5 4.2 5.3 5.2 7.9 9.1
1994 9.2 9.2 8.4 8.7 6.2 4.0 4.4 4.9 7.7 8.8
1995 9.9 9.4 9.2 8.3 5.8 4.3 5.0 8.6 10.2 11.6
1996 10.1 10.0 10.0 9.5 7.0 4.8 4.3 6.6 7.9 9.3
1997 9.1 8.7 8.4 7.2 6.0 4.4 5.0 6.6 7.9 9.6
1998 11.5 11.8 11.0 1.1 6.5 6.1 5.2 6.9 8.0 7.4
1999 8.5 8.8 8.5 8.7 6.1 4.8 4.7 6.1 8.0 7.4
2000 9.7 9.4 8.9 8.2 6.9 5.2 4.4 6.8 8.3 8.7
2001 9.0 9.4 9.0 8.0 6.7 5.4 4.8 5.4 8.7 9.6
2002 10.1 9.9 9.8 8.9 7.3 6.0 5.2 6.6 8.2 9.1
9.5 9.5 9.1 8.0 6.5 5.0 4.7 6.1 8.1 9.00.7 0.8 0.7 1.8 0.6 0.6 0.4 0.9 0.7 1.011.5 11.8 11.0 9.5 7.3 6.1 5.3 8.6 10.2 11.68.5 8.5 8.4 1.1 5.4 4.0 3.8 4.9 7.1 7.4
1989 2.3 2.5 2.2 2.1 2.3 1.9 2.2 2.5 2.6 2.61990 2.5 2.8 2.4 2.2 2.2 2.1 1.8 2.4 2.5 2.41991 2.5 2.0 2.2 2.1 2.0 2.0 1.3 2.6 2.5 2.51992 2.2 2.4 2.7 2.0 2.1 1.9 2.0 2.5 2.4 2.61993 2.5 2.1 1.5 2.1 1.5 1.5 1.6 2.4 2.4 2.51994 2.2 2.2 2.2 2.2 1.9 1.8 2.0 2.5 2.8 2.61995 2.3 2.1 2.1 2.0 2.0 1.5 2.1 2.6 2.6 2.51996 2.4 2.0 2.0 1.8 2.2 1.9 2.4 2.4 2.4 2.41997 2.4 2.3 2.4 2.2 1.9 2.0 2.2 2.5 2.2 2.51998 2.5 2.2 2.5 2.0 1.9 1.2 2.0 2.6 2.0 2.61999 2.1 1.8 2.2 1.9 2.1 1.8 2.1 2.5 2.6 2.32000 2.5 1.8 1.9 2.1 1.8 2.2 1.3 2.5 2.5 2.22001 2.6 3.0 1.6 2.0 1.9 2.3 2.1 2.4 2.4 2.12002 2.5 2.4 2.3 2.4 1.8 2.5 2.4 2.4 2.5 2.2
2.4 2.3 2.2 2.1 2.0 1.9 2.0 2.5 2.5 2.40.1 0.4 0.3 0.1 0.2 0.3 0.4 0.1 0.2 0.22.6 3.0 2.7 2.4 2.3 2.5 2.4 2.6 2.8 2.62.1 1.8 1.5 1.8 1.5 1.2 1.3 2.4 2.0 2.1
REGISTRO DE HORAS DE SOL PROMEDIOS MENSUALESESTACION SALCEDO DISTRITO PICHACNI LARAQUERI ALTITUD
CODIGO PROVINCIA PUNO LATITUDTIPO CO DEPARTAMENTO : PUNO LONGITUD
ANO ENE FEB MAR ABR MAY JUN JUL AGO SEP OCT
MEDIAD.S
MAX.MIN.
REGISTRO DE VELOCIDADES DE VIENTO MENSUAL (m/s)ESTACION SALCEDO DISTRITO PICHACNI LARAQUERI ALTITUD
CODIGO PROVINCIA PUNO LATITUDTIPO CO DEPARTAMENTO : PUNO LONGITUD
AÑO ENE FEB MAR ABR MAY JUN JUL AGO SEP OCT
MEDIAD.S
MAX.MIN.
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8.7 9.1
10.1 10.6
9.6 9.4
8.9 9.9
9.5 9.2
9.1 9.2
9.0 9.2
9.8 9.9
9.8 9.8
10.8 10.3
9.5 9.5
10.2 11.5
9.6 9.8
9.2 11.5
9.6 9.4
10.5 10.1
9.7 10.0
9.6 9.90.6 0.7
10.8 11.58.7 9.1
2.4 3.02.5 2.12.0 0.92.4 2.82.5 2.12.6 2.52.1 2.72.5 2.62.6 2.42.5 2.52.5 2.62.2 2.52.5 2.22.3 2.3
2.4 2.40.2 0.52.6 3.02.0 0.9
: 3975 msnm
: 16º08'46"S
: 70º03'42W
NOV DIC
: 3975 msnm
: 16º08'46"S
: 70º03'42W
NOV DIC
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1985 98.5 66.0 107.6 165.8 17.0 2.2 3.0 3.4
1986 132.5 148.4 151.4 67.6 9.2 1.2 9.0 9.5
1987 191.1 120.6 77.5 28.2 8.5 5.6 18.2 14.4
1988 227.4 77.9 120.6 123.2 48.6 2.5 0.0 0.0
1989 156.0 120.3 111.8 58.8 1.9 7.0 1.1 14.7
1990 121.9 96.3 49.4 21.2 12.8 6.2 0.0 15.5
1991 123.4 137.7 138.0 9.2 20.1 38.5 1.0 0.7
1992 132.0 130.3 14.9 1.0 0.0 9.7 9.0 72.1
1993 127.3 22.5 111.2 58.1 11.5 2.1 3.0 10.6
1994 100.8 114.7 150.6 39.5 14.0 1.8 2.9 0.0
1995 133.3 124.1 79.9 13.7 1.2 1.0 0.8 1.2
1996 135.8 80.9 71.1 17.5 2.3 0.0 7.6 3.5
1997 120.5 110.8 130.1 83.4 15.5 1.5 2.5 15.8
1998 109.3 120.0 87.5 52.9 0.0 5.7 1.8 0.5
1999 25.1 120.1 151.8 72.4 14.7 0.5 2.1 1.7
2000 130.2 110.2 113.8 7.1 12.1 7.3 0.5 3.9
2001 106.0 142.2 159.7 13.8 21.7 3.5 6.2 10.9
2002 120.3 175.5 151.5 102.3 21.1 4.8 33.5 6.1
127.3 112.1 109.9 52.0 12.9 5.6 5.7 10.3
227.4 175.5 159.7 165.8 48.6 38.5 33.5 72.1
25.1 22.5 14.9 1.0
40.6 34.5 40.1 45.1 11.5 8.7 8.3 16.5
125.4 120.1 112.8 46.2 12.5 3.0 2.7 5.0
100.1 74.3 64.6 8.6 0.8 0.9 0.4 0.4
112.1 99.8 81.8 14.7 3.9 1.6 1.0 1.3
86.2 79.6 67.9 9.2
"COSTRUCCION CANAL DE RIEGO ITURASI-VILUYO I "PRECIPITACION EFECTIVA
Latitud: S 16.15º
AÑO M E S E SE F M A M J J A
Registro de Datos de Precipitaciones Mensuales (mm)Precipitación Promedio
PP
Precipitación Máxima PP max
Precipitación Mínima PP Mín - - - -
Desviación Standard DESV.
Precipitación al 50% de probabilidad
PP 50%
Precipitación al 90% de probabilidad
PP 90%
Precipitación al 75% de probabilidad
PP 75%
Precipitación Efectiva al 75%
PE 75% - - - -
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3,975.00
25.6 28.8 203.4 163.8101.2 17.6 85.0 115.1
22.5 72.4 78.4 57.08.9 48.4 5.1 92.7
15.2 21.9 67.9 83.625.6 52.1 98.1 98.629.4 14.1 46.1 148.213.7 66.4 45.2 140.019.1 56.5 90.6 143.920.1 39.2 64.6 132.817.0 14.7 69.5 67.213.1 7.5 70.0 177.440.6 41.1 85.0 110.2
1.2 65.2 189.2 27.545.7 61.7 46.2 41.229.1 97.8 14.7 113.512.5 92.0 63.3 123.637.3 140.1 85.8 116.8
26.5 52.1 78.2 108.5
101.2 140.1 203.4 177.4
1.2 7.5 5.1 27.5
21.8 34.4 49.6 41.3
21.3 50.3 69.8 114.3
11.4 14.5 36.1 52.3
14.1 23.6 50.5 85.9
8.6 17.7 42.2 70.6
Altitud: msnm
S O N D
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16.15
127.30 112.14 109.91 51.98 12.90 5.62 5.68
100.11 74.33 64.59 8.57 0.84 0.85 0.35
112.05 99.78 81.80 14.73 3.85 1.58 1.03
6.19 6.34 6.16 4.91 3.81 2.31 2.42
86.17 79.60 67.92 9.24
293.04 264.68 282.10 240.88 201.50 150.00 144.24
9.45 9.45 9.10 8.03 6.50 5.00 4.65
58.67 61.17 68.00 60.83 53.33 48.83 47.50
LA DEMANDA DE AGUA DE LOS CULTIVOS
Método de HargreavesProyecto: "COSTRUCCION CANAL DE RIEGO ITURASI-VILUYO I "
UbicaciónDepartamento: Latitud:Provincia: Altitud: 3,975.00 msnmDistrito: Eficiencia de Riego: 50% Localidad:
Información Referencial
PUNO PUNO
PICHACANI-LARAQUERI ITURASI VILUYO
16º 08' 46.0''Descripción Unidad E F M A M J J
Precipitación PromedioMensual mm
Precipitación Total Mensual al 90% mm
Precipitación Total Mensual al 75% mm
Información RequeridaAtención: Ingrese datos, solo para el método a utilizar:
Descripción Unidad E F M A M J JTemperatura Media Mensual.
ºC
Precipitación Efectiva Mensual al 75% mm - - -
(HS) Para calcular en función a Porcentajes de Horas de Sol Posibles, Radiación Extraterrestre y Temperatura
Horas de Sol, Total MensualH
Horas de Sol, Promedio Diario Mensual H
(HR) Para el calcular en función a Humedad Relativa y Temperatura
Humedad Relativa%
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10.25 26.54 52.08 78.23 108.51
0.35 11.42 14.52 36.05 52.26
1.33 14.08 23.63 50.48 85.88
3.21 4.99 5.59 5.25 6.35
8.62 17.69 42.18 70.57
189.65 242.47 278.45 288.71 307.08
6.12 8.08 8.98 9.62 9.91
46.17 40.33 50.00 48.33 55.83
3,975.00 msnm
A S O N D
A S O N D
-
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1 7.00 11.29%2 5.00 8.06%3 31.00 50.00%4 14.00 22.58%5 3.00 4.84%6 2.00 3.23%7
8
9
10
11
12
62.00 100.00% 62.0 62.0 62.0 62.0 62.0 62.0 62.0 62.0
1 0.87 1.10 1.10 0.92 0.00 0.00 0.00 0.00 0.002 1.10 1.07 0.52 0.00 0.00 0.00 0.00 0.00 0.003 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.104 1.08 1.10 1.00 0.00 0.00 0.00 0.00 0.00 0.005 1.10 1.07 0.52 0.00 0.00 0.00 0.00 0.00 0.006 1.07 0.52 0.00 0.00 0.00 0.00 0.00 0.00 0.577
8
9
10
11
12
1.07 1.08 0.97 0.65 0.55 0.55 0.55 0.55 0.57
Cédula De CultivoIngrese para cada mes Kc y modalidad de cultivo (base "B", de rotación "R") correspondientes.
CULTIVOS BASE ÁREAHá
% E F M A M o d a lM
i d a d J
d e C u l t i v o J A
Papa B B B B R R R RQuinua B B B B R R R RPastos Cultivados B B B B R R R RAvena Forrajera B B B B R R R RHaba B B B B R R R RCanihua B B B B B B B B
Cultivado (há)
CULTIVOS BASEE F M A
K cM
d e l o s J C u l t i v o s JA S
PapaQuinuaPastos CultivadosAvena ForrajeraHabaCanihua
Kc ponderado
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7.005.00
31.0014.00
3.002.00
62.0 62.0 62.0 62.0 62.0 62.0
0.00 0.53 0.570.57 0.90 1.101.10 1.10 1.100.42 0.63 0.860.57 0.90 1.100.90 1.10 1.10
0.75 0.90 0.99
A S O N D CULTIVOS DE ROTACIÓN
ÁREAHá
R R R B B PapaR R R B B QuinuaR R R B B Pastos CultivadoR R R B B Avena ForrajeraR R R B B HabaB B B B B Canihua
O N DCULTIVOS DE ROTACIÓN
PapaQuinuaPastos CultivadosAvena ForrajeraHabaCanihua
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7.00 0.87 1.10 1.10 0.92 0.00 0.00 0.00 0.00
5.00 1.10 1.07 0.52 0.00 0.00 0.00 0.00 0.00
31.00 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10
14.00 1.08 1.10 1.00 0.00 0.00 0.00 0.00 0.00
3.00 1.10 1.07 0.52 0.00 0.00 0.00 0.00 0.002.00 1.07 0.52 0.00 0.00 0.00 0.00 0.00 0.00
1.07 1.08 0.97 0.65 0.55 0.55 0.55 0.55
62.00
"COSTRUCCION CANAL DE RIEGO ITURASI-VILUYO I "
COEFICIENTE DE USO CONSUNTIVO PARA LA CÉDULA DE CULTIVO (Kc)
CULTIVOS DE BASE
ÁREA Kchá E F M A M J J A
Papa
Quinua
Pastos Cultivado
Avena Forrajera
HabaCanihua
Kc ponderado
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0.00 0.00 0.53 0.57 7.00
0.00 0.57 0.90 1.10 5.00
1.10 1.10 1.10 1.10 31.00
0.00 0.42 0.63 0.86 14.00
0.00 0.57 0.90 1.10 3.000.57 0.90 1.10 1.10 2.00
0.57 0.75 0.90 0.99
62.00
"COSTRUCCION CANAL DE RIEGO ITURASI-VILUYO I "
COEFICIENTE DE USO CONSUNTIVO PARA LA CÉDULA DE CULTIVO (Kc)
CULTIVOS DE ROTACIÓN
ÁREAS O N D há
Papa
Quinua
Pastos Cultivado
Avena Forrajera
HabaCanihua
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7.00
5.00
31.00
14.00
3.00
2.00
62.00 62.0 62.0 62.0 62.0 62.0 62.0 62.0
ECO RIEGOS EIRL
"COSTRUCCION CANAL DE RIEGO ITURASI-VILUYO I "
CÉDULA DE CULTIVO
CULTIVOS BASE
ÁREA M E S E SHá E F M A M J J
Papa = = = = = = = = = = = = = = = = = = = = - - - - - - - - - - - - - - - - - - - - - - - -
Quinua = = = = = = = = = = = = = = = = = = = = - - - - - - - - - - - - - - - - - - - - - - - -
Pastos Cultivado = = = = = = = = = = = = = = = = = = = = - - - - - - - - - - - - - - - - - - - - - - - -
Avena Forrajera = = = = = = = = = = = = = = = = = = = = - - - - - - - - - - - - - - - - - - - - - - - -
Haba = = = = = = = = = = = = = = = = = = = = - - - - - - - - - - - - - - - - - - - - - - - -
Canihua = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = =
TOTAL
CULTIVO BASE = = = = = CULTIVO ROTACIÓN
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7.00
5.00
31.00
14.00
3.00
2.00
62.0 62.0 62.0 62.0 62.0 62.00
"COSTRUCCION CANAL DE RIEGO ITURASI-VILUYO I "
CÉDULA DE CULTIVO
M E S E S CULTIVOS DE ROTACIÓN
ÁREAA S O N D Há
- - - - - - - - - - - - - - - - - - - - - - - - = = = = = = = = = = Papa
- - - - - - - - - - - - - - - - - - - - - - - - = = = = = = = = = = Quinua
- - - - - - - - - - - - - - - - - - - - - - - - = = = = = = = = = = Pastos Cultivado
- - - - - - - - - - - - - - - - - - - - - - - - = = = = = = = = = = Avena Forrajera
- - - - - - - - - - - - - - - - - - - - - - - - = = = = = = = = = = Haba
= = = = = = = = = = = = = = = = = = = = = = = = = Canihua
CULTIVO ROTACIÓN - - - - - - - -
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6.2 6.3 6.2 4.9 3.8 2.3
43.14 43.40 43.10 40.83 38.85 36.17
524.4 459.4 471.0 404.3 362.0 323.1
72.89 74.75 74.45 68.18 57.25 44.92
335.8 297.9 304.8 250.4 205.4 162.4
1.080 1.080 1.080 1.080 1.080 1.080
117.3 104.7 106.3 82.8 64.6 47.6
"COSTRUCCION CANAL DE RIEGO ITURASI-VILUYO I "EVAPOTRANSPIRACIÓN POTENCIAL
* Método de Hargreaves, en función a Porcentajes de Horas de Sol Posibles, Radiación Extraterrestre y Temperatura
Latitud: S 16.15º
PARÁMETRO DE CÁLCULO UNIDAD M E S E SE F M A M J
Temperatura Media Mensual ºC
TF - Temperatura Media Mensual ºF
RMM - Radiación E Terrestre,equivalente de evaporación
mm
S - Porcentaje de Horas de Sol %
RSM - Radiación Equivalente Mensual
mm
CE - Factor de Correción por Altitud
ETo - Evapotranspiración Potencial
mm
Radiación Extraterrestre, equivalente de evap. mensual
RMM = RMD * Días del mes
Porcentaje de Horas de Sol S = 100 * ( n / N )Radiación Extraterrestre, equivalente de evap. Diaria
RDM => Tabla Nº 03
Radiación Equivalente Mensual RSM = 0.075* RMM * S0.5
Horas de sol máxima media diaria, segúnlatitud
N => Tabla Nº 02
n => DatoHoras Diarias de Sol promedio mensualTemperatura media mensual ºCTemperatura ºF TF = 1.8 * ºC + 32Altitud (msnm) EFactor de Correción Altitud CE= 1.0 + 0.04 (E/2000)Evapotranspiración Potencial ETo = 0.0075 * RSM * TF * CE
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3,975.00
2.4 3.2 5.0 5.6 5.3 6.4
36.36 37.78 40.97 42.06 41.46 43.43
346.3 389.9 428.6 489.8 501.2 521.5
41.43 52.84 67.35 71.73 74.78 75.80
167.2 212.6 263.8 311.1 325.1 340.5
1.080 1.080 1.080 1.080 1.080 1.080
49.2 65.0 87.5 105.9 109.1 119.7
"COSTRUCCION CANAL DE RIEGO ITURASI-VILUYO I "EVAPOTRANSPIRACIÓN POTENCIAL
* Método de Hargreaves, en función a Porcentajes de Horas de Sol Posibles, Radiación Extraterrestre y Temperatura
Altitud: msnm
M E S E SJ A S O N D
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117.27 104.68 106.34 82.78 64.62 47.56 49.21 65.02
86.17 79.60 67.92 9.24
62.00 62.00 62.00 62.00 62.00 62.00 62.00 62.00
2.22 4.98 6.87 9.37 0.00 0.00 0.00 0.00
4.28 3.24 0.00 0.00 0.00 0.00
26.55 22.04 30.42 50.73 44.07 32.43 33.56 44.35
11.33 9.95 10.76 0.00 0.00 0.00 0.00
2.57 1.94 0.00 0.00 0.00 0.00
1.57 0.00 0.00 0.00 0.00
48.53 42.16 48.04 60.10 44.07 32.43 33.56 44.35
0.018 0.017 0.018 0.023 0.016 0.013 0.013 0.017
0.292 0.281 0.289 0.374 0.265 0.202 0.202 0.267
ECO RIEGOS EIRL
"COSTRUCCION CANAL DE RIEGO ITURASI-VILUYO I "
DEMANDA DE AGUA CON PRECIPITACIÓN EFECTIVA AL 75%
( En miles m3)
* Método de Hargreaves, en función a Porcentajes de Horas de Sol Posibles, Radiación Extraterrestre y Temperatura
E F M A M J J AEvapotranspiración
PotencialPrecipitación Efectiva
Mensual al 75%- - - -
Área Cultivada
CU
LT
IVO
S D
E B
AS
E
Papa
Quinua - -
Pastos Cultivados
Avena Forrajera -
Haba - -
Canihua - - -
DMA - TOTAL
Q 24 hrs
Mr - Módulo de Riego
Caudal de Diseño
Demanda de Agua DMA (1000 m3)
Donde: DMAi = Ai ( ETom Kci - PEm )100 ErÁrea de cultivo: A (há)
Evapotranspiración Potencial: ETo (mm)Coeficiente de Cultivo: Kc
Precip. Mensual Efectiva al 75%: PE (mm) Mr = QAmEficiencia de riego: Er (%)
Módulo de riego: Mr (l/s/há)
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87.51 105.95 109.11 119.73
8.62 17.69 42.18 70.57
62.00 62.00 62.00 62.00
2.19
4.27 5.60 6.11
54.34 61.28 48.26 37.90
7.50 7.44 9.07
2.56 3.36 3.67
1.65 3.11 3.11 2.45
55.99 78.73 69.97 59.20
0.022 0.029 0.027 0.022
0.348 0.474 0.435 0.357
0.029
29.39
"COSTRUCCION CANAL DE RIEGO ITURASI-VILUYO I "
DEMANDA DE AGUA CON PRECIPITACIÓN EFECTIVA AL 75%
S O N D
mm
mm
há
- - - Papa
CU
LT
IVO
S D
E R
OT
AC
IÓN
- Quinua
Pastos Cultivados
- Avena Forrajera
- Haba
Canihua
1,000 m3
m3/seg
l/seg/há
m3/seg
l/seg
( ETom Kci - PEm )
Mr = Q
![Page 17: Balance](https://reader035.vdocuments.us/reader035/viewer/2022062712/563dbb85550346aa9aade059/html5/thumbnails/17.jpg)
6.2 6.3 6.2 4.9 3.8 2.3
43.1 43.4 43.1 40.8 38.9 36.2
58.7 61.2 68.0 60.8 53.3 48.8
1.000 1.000 0.939 1.000 1.000 1.000
1.080 1.080 1.080 1.080 1.080 1.080
2.738 2.340 2.326 1.911 1.661 1.459
127.5 109.7 101.6 84.2 69.7 56.9
"COSTRUCCION CANAL DE RIEGO ITURASI-VILUYO I "EVAPOTRANSPIRACIÓN POTENCIAL
* Método de Hargreaves, en función a Humedad Relativa y Temperatura
Latitud: S 16.15º
PARÁMETRO DE CÁLCULO UNIDAD M E S E SE F M A M J
Temperatura Media Mensual ºC
TF - Temperatura Media Mensual ºF
HR - Humedad Relativa %
CH - Factor de Correción HumedadCE - Factor de Correción Altitud
MF: Factor Mensual de EvapotranspiraciónETo - Evapotranspiración Potencial
mm
Altitud (msnm) E
Factor de Correción por Altitud CE= 1.0 + 0.04 (E/2000)Temperatura Media Mensual ºCTemperatura ºF TF = 1.8 * ºC + 32Factor de Correción Humedad CH= 0.166 * ( 100 - HR ) 0.5 ; Sí, HR < 64% CH = 1.0Factor Mensual de Evapotranspiración MF => Tabla Nº 1Evapotranspiración Potencial ETo = TF * CH * MF * CE
![Page 18: Balance](https://reader035.vdocuments.us/reader035/viewer/2022062712/563dbb85550346aa9aade059/html5/thumbnails/18.jpg)
3,975.00
2.4 3.2 5.0 5.6 5.3 6.4
36.4 37.8 41.0 42.1 41.5 43.4
47.5 46.2 40.3 50.0 48.3 55.8
1.000 1.000 1.000 1.000 1.000 1.000
1.080 1.080 1.080 1.080 1.080 1.080
1.571 1.834 2.115 2.501 2.613 2.696
61.7 74.8 93.5 113.5 116.9 126.4
"COSTRUCCION CANAL DE RIEGO ITURASI-VILUYO I "EVAPOTRANSPIRACIÓN POTENCIAL
Altitud: msnm
M E S E SJ A S O N D
![Page 19: Balance](https://reader035.vdocuments.us/reader035/viewer/2022062712/563dbb85550346aa9aade059/html5/thumbnails/19.jpg)
127.50 109.66 101.61 84.22 69.67 56.94 61.65 74.79 93.55
86.17 79.60 67.92 9.24 8.62
62.00 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62.00
3.47 5.74 6.14 9.55 0.00 0.00 0.00 0.00
5.41 3.77 0.00 0.00 0.00 0.00
33.53 25.44 27.18 51.71 47.51 38.84 42.05 51.00
14.43 11.49 9.43 0.00 0.00 0.00 0.00
3.24 2.26 0.00 0.00 0.00 0.00
2.01 0.00 0.00 0.00 0.00
62.08 48.70 42.76 61.26 47.51 38.84 42.05 51.00 60.24
0.023 0.020 0.016 0.024 0.018 0.015 0.016 0.019 0.023
0.374 0.325 0.257 0.381 0.286 0.242 0.253 0.307 0.375
"COSTRUCCION CANAL DE RIEGO ITURASI-VILUYO I "DEMANDA DE AGUA CON PRECIPITACIÓN EFECTIVA AL 75%
( En miles m3)
* Método de Hargreaves, en función a Humedad Relativa y Temperatura
E F M A M J J A SEvapotranspiración
PotencialPrecipitación Efectiva
Mensual al 75%- - - -
Área Cultivada
CU
LT
IVO
S D
E B
AS
E
Papa
Quinua - -
Pastos Cultivados
Avena Forrajera -
Haba - -
Canihua - - -
DMA - TOTAL
Q 24 hrs
Mr - Módulo de Riego
Caudal de Diseño
Demanda de Agua DMA (1000 m3)
DMAi = Ai ( ETom Kci - PEm )100 Er
Donde:Área de cultivo: A (há)
Evapotranspiración Potencial: ETo (mm)
Precipitación Efectiva al 75%: PE (mm) Mr = Q AmEficiencia de riego: Er (%)
Módulo de riego: Mr (l/s/há)Coeficiente de Cultivo: Kc
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93.55 113.54 116.94 126.38
8.62 17.69 42.18 70.57
62.00 62.00 62.00 62.00
2.77 0.21
4.7 0 6.31 6.85
58.45 66.4 6 53.60 42.44
8.4 0 8.82 10.67
2.8 2 3.78 4.11
1.79 3.3 8 3.46 2.74
60.24 85.76 78.74 67.01
0.023 0.032 0.030 0.025
0.375 0.516 0.490 0.404
0.032
32.02
"COSTRUCCION CANAL DE RIEGO ITURASI-VILUYO I "DEMANDA DE AGUA CON PRECIPITACIÓN EFECTIVA AL 75%
S O N Dmm
mm
há
- - Papa
CU
LT
IVO
S D
E R
OT
AC
IÓN
- Quinua
Pastos Cultivados
- Avena Forrajera
- Haba
Canihua
1,000 m3
m3/seg
l/seg/há
m3/seg
l/seg
( ETom Kci - PEm )
![Page 21: Balance](https://reader035.vdocuments.us/reader035/viewer/2022062712/563dbb85550346aa9aade059/html5/thumbnails/21.jpg)
1 2.788 2.177 2.354 2.197 2.137 1.900 2.091 2.216 2.256 2.358 2.234
2 2.371 2.136 2.357 2.182 2.108 1.956 2.050 2.194 2.251 2.372 2.263
3 2.393 2.154 2.360 2.167 2.079 1.922 2.026 2.172 2.246 2.386 2.290
4 2.385 2.172 2.362 2.151 2.050 1.888 1.993 2.150 2.240 2.398 2.318
5 2.416 2.189 2.363 2.134 2.020 1.854 1.960 2.126 2.234 2.411 2.345
6 2.447 2.205 2.363 2.117 1.980 1.820 1.976 2.103 2.226 2.422 2.371
7 2.478 2.221 2.363 2.099 1.959 1.785 1.893 2.078 2.218 2.433 2.397
8 2.508 2.237 2.362 2.081 1.927 1.750 1.858 2.054 2.210 2.443 2.423
9 2.538 2.251 2.360 2.062 1.896 1.715 1.824 2.028 2.201 2.453 2.448
10 2.567 2.266 2.357 2.043 1.864 1.679 1.789 2.003 2.191 2.462 2.473
11 2.596 2.279 2.354 2.023 1.832 1.644 1.754 1.976 2.180 2.470 2.497
12 2.625 2.292 2.350 2.002 1.799 1.608 1.719 1.950 2.169 2.477 2.520
13 2.652 2.305 2.345 1.981 1.767 1.572 1.684 1.922 2.157 2.484 2.543
14 2.680 2.317 2.340 1.959 1.733 1.536 1.648 1.895 2.144 2.490 2.566
15 2.707 2.238 2.334 1.937 1.700 1.500 1.612 1.867 2.131 1.496 2.588
16 2.734 2.339 2.327 1.914 1.666 1.464 1.576 1.838 2.117 2.500 2.610
17 2.760 2.349 2.319 1.891 1.632 1.427 1.540 1.809 2.103 2.504 2.631
18 2.785 2.359 2.314 1.867 1.598 1.391 1.504 1.780 2.088 2.508 2.651
19 2.811 2.368 2.302 1.843 1.564 1.354 1.467 1.750 2.072 2.510 2.671
20 2.835 2.377 2.293 1.818 1.329 1.318 1.431 1.719 2.056 2.512 2.691
0 12.1 12.1 12.1 12.1 12.1 12.1 12.1 12.1 12.1 12.1 12.1
5 12.3 12.3 12.1 12.0 11.9 11.8 11.8 11.9 12.0 12.2 12.3
10 12.6 12.4 12.1 11.8 11.6 11.5 11.6 11.8 12.0 12.3 12.6
15 12.9 12.6 12.2 11.8 11.4 11.2 11.3 11.6 12.0 12.5 12.8
20 13.2 12.8 12.3 11.7 11.2 10.9 11.0 11.5 12.0 12.6 13.1
25 13.5 13.0 12.3 11.6 10.9 10.6 10.7 11.3 12.0 12.7 13.3
30 13.9 13.2 12.4 11.5 10.6 10.2 10.4 11.1 12.0 12.9 13.6
35 14.3 13.5 12.4 11.3 10.3 9.8 10.1 11.0 11.9 13.1 14.0
40 14.7 13.7 12.5 11.2 10.2 9.3 9.6 10.7 11.9 13.3 14.4
42 14.9 13.9 12.9 11.1 9.8 9.1 9.4 10.6 11.9 13.4 14.6
44 15.2 14.0 12.6 11.0 9.7 8.9 9.3 10.5 11.9 13.4 14.7
46 15.4 12.6 12.6 10.9 9.5 8.7 9.1 10.4 11.9 13.5 14.9
48 15.6 14.3 12.6 10.9 9.3 8.3 8.8 10.2 11.8 13.6 15.2
ECO RIEGOS EIRLTabla Nº 01
COEFICIENTE MENSUAL DE EVAPOTRANSPIRACIÓN (MF)(FACTOR DE LATITUD MENSUAL)
Latitud M E S E SºS E F M A M J J A S O N
Tabla Nº 02
HORAS DE SOL MÁXIMA MEDIA DIARIA (N)
Latitud M E S E SºS E F M A M J J A S O N
![Page 22: Balance](https://reader035.vdocuments.us/reader035/viewer/2022062712/563dbb85550346aa9aade059/html5/thumbnails/22.jpg)
2.265
2.301
2.337
2.372
2.407
2.442
2.476
2.510
2.544
2.577
2.610
2.643
2.675
2.706
2.738
2.678
2.799
2.830
2.859
2.889
12.1
12.4
12.7
13.0
13.3
13.7
14.0
14.5
15.0
15.2
15.4
15.7
16.0
D
D
![Page 23: Balance](https://reader035.vdocuments.us/reader035/viewer/2022062712/563dbb85550346aa9aade059/html5/thumbnails/23.jpg)
0 15.0 15.5 15.7 15.3 14.4 13.9 14.1 14.8 15.3 15.4 15.1
2 15.3 15.7 15.7 15.1 14.1 13.5 13.7 14.5 15.2 15.5 15.3
4 15.5 15.8 15.6 14.9 13.8 13.2 13.4 14.3 15.1 15.6 15.5
6 15.8 16.0 15.6 14.7 13.4 12.8 13.1 14.0 15.0 15.7 15.8
8 16.1 16.1 15.6 14.4 13.1 12.4 12.7 13.7 14.9 15.8 16.0
10 16.4 16.3 15.5 14.2 12.8 12.0 12.4 13.5 14.8 15.9 16.2
12 16.6 16.3 15.4 14.0 12.5 11.6 12.0 13.2 14.7 15.8 16.4
14 16.7 16.4 15.3 13.7 12.1 11.2 11.6 12.9 14.5 15.8 16.5
16 16.9 16.4 15.2 13.5 11.7 10.8 11.2 12.6 14.3 15.8 16.7
18 17.1 16.5 15.1 13.2 11.4 10.4 10.8 12.3 14.1 15.8 16.8
20 17.3 16.5 15.0 13.0 11.0 10.0 10.4 12.0 13.9 15.8 17.0
22 17.4 16.5 14.8 12.6 10.6 9.6 10.0 11.6 13.7 15.7 17.0
24 17.5 16.5 14.6 12.3 10.2 9.1 9.5 11.2 13.4 15.6 17.1
26 17.6 16.4 14.4 12.0 9.7 8.7 9.1 10.9 13.2 15.5 17.2
28 17.7 16.4 14.3 11.6 9.3 8.2 8.6 10.4 13.0 15.4 17.2
30 17.8 16.4 14.0 11.3 8.9 7.8 8.1 10.1 12.7 15.3 17.3
32 17.8 16.2 13.8 10.9 8.5 7.3 7.7 9.6 12.4 15.1 17.2
34 17.8 16.1 13.5 10.5 8.0 6.8 7.2 9.2 12.0 14.9 17.1
36 17.9 16.0 13.2 10.1 7.5 6.3 6.8 8.8 11.7 14.6 17.0
38 17.9 15.8 12.8 9.6 7.1 5.8 6.3 8.3 11.4 14.4 17.0
40 17.9 15.7 12.5 9.2 6.6 5.3 5.9 7.9 11.0 14.2 16.9
42 17.8 15.5 12.2 8.8 6.1 4.9 5.4 7.4 10.6 14.0 16.8
44 17.8 15.3 11.9 8.4 5.7 4.4 4.9 6.9 10.2 13.7 16.7
46 17.7 15.1 11.5 7.9 5.2 4.0 4.4 6.5 9.7 13.4 16.7
48 17.6 14.9 11.2 7.5 4.7 3.5 4.0 6.0 9.3 13.2 16.6
50 17.5 14.7 10.9 7.0 4.2 3.1 3.5 5.5 8.9 12.9 16.5
Tabla Nº 03
RADIACIÓN EXTRATERRESTRE (Ra)EXPRESADA EN EQUIVALENTE DE EVAPORACIÓN EN mm/LIA
HEMISFERIO SUR
Latitud M E S E SºS E F M A M J J A S O N
Fuente: FAO Boletín de Riego y Drenaje Nº 24
![Page 24: Balance](https://reader035.vdocuments.us/reader035/viewer/2022062712/563dbb85550346aa9aade059/html5/thumbnails/24.jpg)
14.8
15.1
15.4
15.7
16.0
16.2
16.5
16.6
16.8
17.1
17.4
17.5
17.7
17.8
17.9
18.1
18.1
18.2
18.2
18.3
18.3
18.3
18.3
18.3
18.2
18.2
D
![Page 25: Balance](https://reader035.vdocuments.us/reader035/viewer/2022062712/563dbb85550346aa9aade059/html5/thumbnails/25.jpg)
31 28 31 30 31 304.11 3.92 3.28 2.81 2.25 1.90
127.50 109.66 101.61 84.22 69.67 56.941.07 1.08 0.97 0.65 0.55 0.55
136.24 118.15 98.26 55.07 38.32 31.32112.05 99.78 81.80 14.73 3.85 1.5886.17 79.60 67.92 9.24 0.00 0.0050.07 38.55 30.34 45.83 38.32 31.32500.68 385.48 303.43 458.33 383.17 313.200.50 0.50 0.50 0.50 0.50 0.50
1001.36 770.97 606.86 916.65 766.34 626.4024.00 24.00 24.00 24.00 24.00 24.0062.00 62.00 62.00 62.00 62.00 62.000.374 0.319 0.227 0.354 0.286 0.24246.36 39.52 28.10 43.85 35.48 29.9723.18 19.76 14.05 21.93 17.74 14.98
#####################0.00
5 030 9555 9080 82105 65130 45155 25
5
CALCULO DE LA DEMANDA HIDRICA DEL PROYECTO
CONSTRUCCION CANAL DE RIEGO ITURASI VILUYOCÁLCULOS M E S E S
ENE FEB MAR ABR MAY JUNNº de dias/mes diasEto mm/diaEto (*) mm/mesKc Ponderado CoeficienteU. Consuntivo real. mmPp. Registrada al 75% mm/mesP. efectiva al 75%(**) mm/mesRequerimiento mmReq. Vol. Bruto m3/haEf. De Riego (***) CoeficienteReq Vol Neto. m3/haNº de Horas de riego hrsArea total de riego hasMódulo de Riego lt/seg/haQ. demanda( 24 horas) lt/segQ. demanda( 12 horas) lt/seg
Balance Oferta Vs Demanda* El Eto fue calculado por el método de Hargreaves ( 1ra formula)** La Precipitación Efectiva fue calculado con los valores del cuadro adjunto (Método U.S.A)***Eficiencia de Riego 0.50 (Gravedad)
DEMANDA DE AGUA DEL PROYECTO
Dem
y O
fer.
(l/s
)
DISTRIBUCIÓN DE Pp EFECTIVA (MétodoU.S.A.)
ENE FEB MAR ABR MAY JUN JUL AGO SEP OCT NOV DICMeses
Demanda Oferta Fte Oferta Fte y Reserv
VAR. PRECIPITACIÓN % PE
>155
![Page 26: Balance](https://reader035.vdocuments.us/reader035/viewer/2022062712/563dbb85550346aa9aade059/html5/thumbnails/26.jpg)
30 31 31 30 31 30 311.90 1.99 2.41 3.12 3.66 3.90 4.0856.94 61.65 74.79 93.55 113.54 116.94 126.380.55 0.55 0.55 0.57 0.75 0.90 0.9931.32 33.91 41.13 53.17 84.86 105.68 124.611.58 1.03 1.33 14.08 23.63 50.48 85.880.00 0.00 0.00 8.62 17.69 42.18 70.5731.32 33.91 41.13 44.55 67.17 63.50 54.04313.20 339.08 411.33 445.51 671.67 635.03 540.390.50 0.50 0.50 0.50 0.50 0.50 0.50
626.40 678.16 822.65 891.01 1343.34 1270.06 1080.7724.00 24.00 24.00 24.00 24.00 24.00 24.0062.00 62.00 62.00 62.00 62.00 62.00 62.000.242 0.253 0.307 0.344 0.502 0.490 0.40429.97 31.40 38.09 42.63 62.19 60.76 50.0414.98 15.70 19.04 21.31 31.10 30.38 25.02
M E S E SJUN JUL AGO SEP OCT NOV DIC
![Page 27: Balance](https://reader035.vdocuments.us/reader035/viewer/2022062712/563dbb85550346aa9aade059/html5/thumbnails/27.jpg)
2008 0.0000.0000.0000.000
0.018 0.048 0.011 0.004 0.0040.015 0.039 0.009 0.003 0.0030.016 0.042 0.009 0.003 0.0030.019 0.051 0.011 0.004 0.0040.023 0.060 0.014 0.005 0.0050.032 0.086 0.019 0.006 0.006
0.0000.000
2009 0.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.000
SIMULACION DE OPERACION DEL EMBALSE TINTAYCCOCHA
AÑO MES
DEMANDA DE AGUA CAUDAL DE SALIDA DE EMBALSES
TINTAY 1 TINTAY 2 TINTAY 3(m3/s) MMC m3/s m3/s m3/s
ENEFEB
MARABRMAYJUN
JULAGOSETOCTNOV
DICENEFEB
MARABRMAYJUN
JULAGOSETOCTNOV
DIC
![Page 28: Balance](https://reader035.vdocuments.us/reader035/viewer/2022062712/563dbb85550346aa9aade059/html5/thumbnails/28.jpg)
0.029 0.0760.023 0.0600.025 0.0680.031 0.0820.036 0.0940.051 0.138
VOLUMEN DE SAL
TINTAY 1 TINTAY 2MMC MMC
![Page 29: Balance](https://reader035.vdocuments.us/reader035/viewer/2022062712/563dbb85550346aa9aade059/html5/thumbnails/29.jpg)
1.2 0.4 0.4
312831
1.200 0.400 0.400 300.205 1.171 0.324 0.195 310.157 1.148 0.263 0.039 300.181 1.123 0.196 -0.142 310.220 1.092 0.114 -0.362 310.243 1.056 0.020 -0.604 300.369 1.005 -0.118 -0.974 31
3031
IDA VOLUMEN ACUMULADO (MMC)
TINTAY 3 TINTAY 1 TINTAY 2 TINTAY 3MMC