DEMANDA HIDRICA1

7/21/2019 DEMANDA HIDRICA1

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Informacin Requerida para el mtodo Hargreaves

Temperatura Media Mensual (Andahuaylas)

Descripcin Und. ENE E! "AR A!R "A# $UN $U% A

Temperatura Media Mensual -* 12.07 11.99 11.98 12.03 10.95 10.30 10.16

Temperatura Media Mensual - 53.73 53.58 53.56 53.65 51.71 50.54 50.29

Precipitacin Efectiva Mensual mm 40.13 27.2 7.11 5.3 4.8 4.2 3.05 0

Horas Sol ,Total Mensual H 95 100 105 110 115 118 130 1

Horas Sol ,Promedio Diario Mensual H 12.82 12.54 12.17 11.80 11.46 11.28 11.38

!mero de d"as por mes D 31 28 31 30 31 30 31 3

23.90 28.48 27.83 31.07 32.37 34.87 36.85

16.68 16.38 15.32 13.76 12.18 11.28 11.68 12

517.08 458.64 474.92 412.8 377.58 338.4 362.08 38#adiacin insidente mensual 189.6 183.6 187.9 172.6 161.1 149.9 164.8 18$actor de correcin por altura 1.196 1.196 1.196 1.196 1.196 1.196 1.196 1.Evaporacin potencial /.011 22.34 4.356 20.464 76.7/5 57.37 76.060 21

Porcenta%e de horas sol mensual referido alm&'imo prolale

#adiacin e'traterrestre media diaria euiv deevaporacin

Radiacin e8traterrestre mesual equiv de

evaporacin


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Ingrese para cada mes Kc y modalidad de cultivo!ase"#" $de rotaci%n"&"' correspondiente.

()*+I,- #/ (amp. gde#' &I-- ,++I,- ( /I#& *-

/(I : # & #& ;): ;)*

I= 8.00 8.00 8.00 8.00 8.00 3.534 3.534 3.53 4.00 4.00 4.00 4.00 4.00 (# 2.50 2.50 2.50 2.50 2.50

** 6.50 6.50 6.50 6.50 6.50 6.50 6.50 6.5

+'+A% 3/.44 21.00 21.00 21.00 21.00 9.12 9.12 9.


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*+D-A DE *-T./0S (#.E10 P0# 1#A/EDAD) Ingrese para cada mes Kc y modalidad de cultivo!ase"#" $de rotaci%n"&"' correspondiente.

()*+I,- #/ (amp. gde#' &I-- ,++I,- ( /I#& *-

/(I : # & #& ;): ;)*

I= 25.00 25.00 25.00 36.54 36.54 /4.44 /4.44 /4.44 10.00 10.00 /4.44 /4.44 /4.44 2.44 2.44 2.44(# 12.00 12.00 8.60 8.60 8.60 3.68 3.68 3.6

** 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.0

+'+A% 53.44 62.00 58.60 58.20 58.20 36.68 36.68 36.6


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*3-*-0 DEMADA DE A1A DE -0S *-T.

()*+I,- &I:(I* *A-E/(I &a' : # & #& ;):I= 8.000 0.8 0.96 1 0.86 / 4.000 0.74 0.95 1 0.82(# 2.500 0.76 1.00 1.05 0.96** 6.500 1 1 1 1 1

+-+*s' 3/.444 21 21 21 21 9.12Kc onderado 4.21 4.2 /.4/ 4./ /.44

vaporaci%n otencial mm' /.01 22.3/ 4.35 20.46 76.73

vaporaci%n &eal mm' 77.35 25.40 4.24 71.07 76.73

recipitaci%n conAia!le //2.22 /41.2 /43.11 3.26 6.7

(onsumo te%rico mm' B41.62 B19.86 B11.75 45.53 70.02

emanda )nitaria netam3CDa' 455.29 700.16

Aiciencia de riego 0.35 0.35

emanda !ruta de agua mmCDa' 130 200

:Emero de dFas 31 28 31 30 31 3:Emero de oras de Gornada diaria de riego 24 24 24 24 24

%dulo de &iego*CsegCDa' 0.502 0.747

rea cultivada por mesDas' 21 21 21 21 9.12

(audal a captar lCs' 10.54 6.81

H rea del riego para proyecto


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*3-*-0 DEMADA DE A1A DE -0S *-T./0S

()*+I,- &I:(I* *A-EDAE()E*IE &a' : # & #& ;):I= 25.00 1.02 0.9 0.65 0.5 4.14 4.17 10.00 0.67 0.71 0.66 0.63 4.10 4.15(# 12.00 0.8 1.05 1 0.97 4.17 4.53

** 15.00 4.4 /.44 /.44 /.44 /.44 /.44

+-+*s' 53.44 62 58.6 58.2 58.2 36.68 36.Kc onderado 4.2 4.2 4.25 4.72 4.73 4vaporaci%n otencial mm' 91.35 88.21 90.26 83.04 74.72 67vaporaci%n &eal mm' 2/.62 25./4 77.0/ 56.20 10.51 14

recipitaci%n conAia!le //2.22 /41.2 /43.11 3.26 6.7 4

(onsumo te%rico mm' B37.40 B19.79 B25.24 34.99 48.95 50

emanda )nitaria netam3CDa' 349.94 489.49 501

Aiciencia de riego 0.35 0.35 0

emanda !ruta de agua mmCDa' 100 140

:Emero de dFas 31 28 31 30 31 30:Emero de oras de Gornada diaria de riego 24 24 24 24 24

%dulo de &iego*CsegCDa' 0.386 0.522 0.

rea cultivada por mesDas' 62 58.6 58.2 58.2 36.68 36

(audal a captar lCs' 22.45 19.15 20

DEMADAS 4#TAS DE A1AS// :&- #&&- &=- #&I* - ;):I- ;)*I-

emanda #ruta de gua m3Cmes'0.00 0.00 0.00 58$190.28 51$298.10 52$510.81 57$245

! J nCr. n H emanda unitaria neta J 10tc B (' . emanda del proyecto r r . Aiciencia de riego

tc H vapotranspiracion del cultivotc J Kc to Kc H (oeAiciente transpiracion del cultivo

to H vapotranspiracion potencial H recipitacion (onAia!le H rea del riego para proyecto


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*'EI*IEN+E "EN(UA% DE E,A)'+RAN()IRA*I'N ";A*+'R DE A%+I+UD "EN(UA%;

%atitud " E ( E (-( ENE E! "AR A!R "A# $UN $U% A&'( (E+ '*+ N

/ 2.788 2.177 2.354 2.197 2.137 1.990 2.091 2.216 2.256 2.358 23 2.317 2.136 2.357 2.182 2.108 1.956 2.050 2.194 2.251 2.372 20 2.353 2.154 2.360 2.167 2.079 1.922 2.026 2.172 2.246 2.386 26 2.385 2.172 2.362 2.151 2.050 1.888 1.993 2.130 2.240 2.398 21 2.416 2.189 2.363 2.134 2.020 1.854 1.960 2.126 2.234 2.411 25 2.447 2.205 2.363 2.117 1.980 1.820 1.976 1.103 2.226 2.422 27 2.478 2.221 2.363 2.099 1.959 1.785 1.893 2.078 2.218 2.433 22 2.508 2.237 2.362 2.081 1.927 1.750 1.858 2.054 2.210 2.433 2 2.358 2.251 2.360 2.062 1.896 1.715 1.824 2.028 2.201 2.453 2/4 2.567 2.266 2.357 2.043 1.864 1.679 1.789 2.003 2.191 2.462 2// 2.596 2.279 2.354 2.023 1.832 1.644 1.754 1.976 2.180 2.470 2/3 2.625 2.292 2.350 2.002 1.799 1.608 1.719 1.950 2.169 2.477 2/0 2.652 2.305 2.345 1.981 1.767 1.572 1.684 1.922 2.157 2.484 2

/6 2.680 2.317 2.340 1.959 1.733 1.536 1.648 1.895 2.144 2.490 2/1 2.707 2.328 2.334 2.937 1.700 1.500 1.612 1.867 2.131 2.496 2/5 2.734 2.339 2.317 1.914 1.666 1.464 1.576 1.838 2.117 2.500 2/7 2.760 2.348 2.319 1.891 1.632 1.427 1.540 1.809 2.103 2.504 2/2 2.785 2.359 2.311 1.867 2.598 1.391 1.504 1.780 2.088 2.508 2/ 2.811 2.368 2.302 1.843 1.564 1.354 1.467 1.750 2.072 2.510 234 2.835 2.377 2.293 1.818 1.329 1.318 1.431 1.719 2.056 2.512 2


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1 2 3

10 11 14

*0 P#02E*T0 E EP0*A DE MA*HA*0*U%+I,' !A(E *amp. &de !;

/(I

aiL#' 23.50

riGol #' 15.80

apa #' 8.60

(e!ada #' 7.10

+-+* 11.44

*0 P#02E*T0 E EP0*A DE MAHA2

*U%+I,' !A(E *amp. &de !;/(I

aiL#' 15.00

riGol #' 18.00

+rigo #' 7.00

+-+* 64.44


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DEMANDA HIDRICA1