Demanda de Agua - Yapacmarca

7/23/2019 Demanda de Agua - Yapacmarca

http://slidepdf.com/reader/full/demanda-de-agua-yapacmarca 1/20

REGISTRO DE PRECIPITACIONES MENSUA

ESTACION : ULCUMAYO DISTRITO : ULCUMAYO

COD : 016 PROVINCIA : JUNINDEPARTAMENTO : JUNIN

AÑO ENE FEB MAR ABR MAY JUN JUL1963 395.4 333.4 147.4 120.3 2.8 2.8 3.01964 74.4 133.7 111.6 80.2 40.0 38.0 8.31965 129.5 128.1 139.2 156.3 5.5 5.0 16.51966 93.7 122.6 92.3 80.3 44.1 40.0 38.0196 95.1 181.9 267.3 150.4 16.5 1.4 30.3196! 141.9 122.6 179.1 55.0 6.9 20.7 8.3

1969 60.6 77.2 165.3 155.3 122.6 34.4 5.519" 224.6 115.7 74.4 68.9 17.9 11.0 15.2191 162.6 274.2 119.9 46.8 1.4 17.9 1.419# 199.8 51.0 128.1 74.4 2.8 3.0 24.8193 124.0 166.7 194.3 95.1 56.4 6.9 5.5194 172.2 243.9 176.4 46.8 1.4 17.9 25.4195 148.8 78.5 81.3 30.3 44.1 2.8 1.4196 197.0 141.9 175.0 52.4 34.4 16.5 2.819 81.3 159.8 48.2 49.6 26.2 22.3 16.519! 221.8 192.9 73.0 28.9 1.4 5.5 6.6

199 122.6 96.5 110.2 31.7 15.2 1.4 19.319!" 117.1 106.1 168.1 16.5 9.6 28.9 4.119!1 137.8 219.1 92.3 57.9 1.4 4.1 5.219!# 175.0 220.5 78.5 23.4 1.4 20.7 28.619!3 114.4 62.0 125.4 56.5 1.4 9.6 8.319!4 166.7 286.6 137.8 35.7 45.7 17.9 5.519!5 100.6 46.8 41.3 73.0 56.4 1.4 4.119!6 170.9 203.9 232.9 92.3 16.5 12.6 9.619! 177.7 51.0 40.0 28.9 16.5 11.0 15.219!! 115.7 108.9 128.1 84.1 12.4 5.4 3.319!9 147.4 89.6 161.2 45.3 22.0 12.2 3.5199" 106 1 95 7 4 1 44 6 8 3 66 1 29 7

199" 106 1 95 7 4 1 44 6 8 3 66 1 29 7

REGISTRO DE VELOCIDADES DE VIENTO MENSUAL (m)

ESTACION : ULCUMAYO DISTRITO : ULCUMAYOCOD : 016 PROVINCIA : JUNIN

DEPARTAMENTO : JUNIN

AÑO ENE FEB MAR ABR MAY JUN JUL AG#""5 0.0 0.0 0.0 0.8 0.7 1.0 0.9 0#""6 0.2 0.2 0.2 0.4 0.2 0.3 0.3 0#"" 2.0 2.3 1.5 0.3 0.9 0.4 0.5 0#""! 1.8 1.7 S! S! S! S! S! S

MEDIA 1.0 1.1 0.6 0.5 0.6 0.6 0.6 0D$S 1.0 1.1 0.7 0.3 0.4 0.4 0.4 0

M%&$ 2.0 2.3 1.5 0.8 0.9 1.0 0.9 0M'N$ 0.0 0.0 0.0 0.3 0.2 0.3 0.3 0

REGISTRO DE TEMPERATURAS MA&IMAS ABSOLUTAS DIARIAS

ESTACION : ULCUMAYO DISTRITO : ULCUMAYOCOD : 016 PROVINCIA : JUNIN

AÑO ENE FEB MAR ABR MAY JUN JUL AG

199! 15.0 10.0 11.0 15.5 23.0 16.5 13.0 171999 15.1 12.0 14.0 15.0 17.0 19.2 14.2 15#""" 14.4 14.8 14.6 14.2 15.0 14.0 14.0 16

#""1 13 0 14 4 14 0 16 4 14 8 14 6 15 4 15

REGISTRO DE TEMPERATURAS MINIMAS ABSOLUTAS DIAR

ESTACION : ULCUMAYO DISTRITO : ULCUMAYOCODIGO : 016 PROVINCIA : JUNIN

AÑO ENE FEB MAR ABR MAY JUN JUL

199! 0.0 5.2 0.0 0.0 1.5 2.0 0.0

1999 0.0 0.0 1.0 0.0 2.0 4.2 4.4

#""" 0.8 0.6 1.6 0.4 2.4 3.2 3.8#""1 8.4 0.4 0.8 3.2 4.2 5.4 4.0

#""# 6.0 0.0 S! S! S! S! S!

#""3 6.0 0.0 S! S! S! S! S!

#""4 0.0 0.0 0.0 0.0 0.0 0.0 0.0

#""5 0.0 0.0 0.0 0.0 0.0 0.0 0.0

#""6 0.0 0.0 0.0 0.0 0.0 0.0 0.0

#"" 0.6 2.8 S! S! 4.2 3.8 6.6

#""! 0.0 1.0 S! S! S! S! S!

MEDIA 0.2 0.0 0.2 0.5 1.8 2.3 2.4D$S 3.8 1.9 0.6 1.0 1.7 2.1 2.5

M%&$ 8.4 5.2 1.0 0.0 0.0 0.0 0.0M'N$ 6.0 2.8 1.6 3.2 4.2 5.4 6.6

REGISTRO DE +UMEDAD RELATIVA MEDIA MENSUAL (

AÑO ENE FEB MAR ABR MAY JUN JUL1995 S! 75.8 78.6 75.0 65.7 64.7 61.2

1996 81.0 84.1 81.4 77.6 70.5 63.8 60.5199 79.9 82.3 83.8 76.3 72.3 62.0 63.5199! 86.6 90.3 90.7 92.3 91.0 86.6 81.41999 68.8 75.7 74.6 76.6 67.6 65.2 62.5#""" 72.1 74.7 78.5 70.8 66.0 63.4 S!

MEDIA $ !"$5 !1$3 !$1 #$# 6$6 65$!D$S 32.4 6.2 5.6 7.4 9.6 9.4 28.0

M%&$ 86.6 90.3 90.7 92.3 91.0 86.6 81.4M'N$ 68.8 74.7 74.6 70.8 65.7 62.0 60.5

TEMPERATURA MEDIA MENSUAL (*C)

DEPARTAMENTO JUNIN

CONSTRUCCION DEL SISTEMA DE RIEGO Y ASPERSION JACHURAN - HUAYLLA AMPALGAN , QUINAN

PRE IPITA ION EFE TIVA

11$""* A#$%$&: 3-!11$""

AÑO M E S E SE F M A M J J A S O N

1963 395.4 333.4 147.4 120.3 2.8 2.8 3.0 4.1 44.1 31.7 38.6

1964 74.4 133.7 111.6 80.2 40.0 38.0 8.3 11.0 52.4 19.3 66.1 1965 129.5 128.1 139.2 156.3 5.5 5.0 16.5 20.0 42.7 53.7 82.7

1966 93.7 122.6 92.3 80.3 44.1 40.0 38.0 31.7 42.7 150.2 66.1

196 95.1 181.9 267.3 150.4 16.5 1.4 30.3 23.4 28.9 40.0 64.8

196! 141.9 122.6 179.1 55.0 6.9 20.7 8.3 30.3 8.3 67.5 52.4 1969 60.6 77.2 165.3 155.3 122.6 34.4 5.5 11.0 20.7 73.0 62.0

19" 224.6 115.7 74.4 68.9 17.9 11.0 15.2 19.4 77.2 33.1 60.6 191 162.6 274.2 119.9 46.8 1.4 17.9 1.4 19.3 12.4 48.2 82.7 19# 199.8 51.0 128.1 74.4 2.8 3.0 24.8 15.2 41.3 68.9 55.1 193 124.0 166.7 194.3 95.1 56.4 6.9 5.5 30.3 38.6 40.0 77.2

194 172.2 243.9 176.4 46.8 1.4 17.9 25.4 35.8 37.2 30.3 11.0

195 148.8 78.5 81.3 30.3 44.1 2.8 1.4 2.8 35.8 38.6 70.3 196 197.0 141.9 175.0 52.4 34.4 16.5 2.8 1.4 66.1 22.0 11.0

19 81.3 159.8 48.2 49.6 26.2 22.3 16.5 2.8 16.5 5.5 136.4 19! 221.8 192.9 73.0 28.9 1.4 5.5 6.6 15.2 40.0 64.8 108.9

199 122.6 96.5 110.2 31.7 15.2 1.4 19.3 26.2 16.5 30.3 51.0 19!" 117.1 106.1 168.1 16.5 9.6 28.9 4.1 6.9 42.7 97.8 92.3

19!1 137.8 219.1 92.3 57.9 1.4 4.1 5.2 73.0 73.0 124.0 100.6 19!# 175.0 220.5 78.5 23.4 1.4 20.7 28.6 30.3 35.8 86.8 117.1

19!3 114.4 62.0 125.4 56.5 1.4 9.6 8.3 20.7 44.1 74.4 20.7

19!4 166.7 286.6 137.8 35.7 45.7 17.9 5.5 6.9 6.9 63.4 144.7 19!5 100.6 46.8 41.3 73.0 56.4 1.4 4.1 20.4 34.4 8.3 59.2

19!6 170.9 203.9 232.9 92.3 16.5 12.6 9.6 23.4 30.3 27.6 63.4

19! 177.7 51.0 40.0 28.9 16.5 11.0 15.2 4.1 16.5 51.0 85.4

19!! 115.7 108.9 128.1 84.1 12.4 5.4 3.3 15.6 26.2 23.4 35.8

19!9 147 4 89 6 161 2 45 3 22 0 12 2 3 5 4 1 45 5 38 6 41 3

L($%$&: S

R27 82 D/782 P2:/7.2M2.;/<2 (mm)

M!"#"P$"D$D DE #M$&'

LA DEMANDA DE AGUA DE LOS CULTIVOS

M=787 82 +/2/>2

P7?27@ CONSTRUCCION DEL SISTEMA DE RIEGO Y ASPERSION JAC+URAN +UAYLLA AMPALGAN - UU/.

D2://m2.7@ JUNIN L/;8@ 11º 00' 11.2''P7>./@ JUNIN A<;8@ 3)811.00 m.mD7@ ULCUMAYO E2./ 82 R27@ 90*L7/<8/8@ YA+ACMA,CA

I.7m/. R222./<D2:. U.8/8 E F M A M J J A S O

mm 154.26 153.20 125.15 66.28 23.83 15.05 14.18 19.94 33.91 45

mm 94.38 77.85 73.72 29.62 1.38 2.78 2.76 4.13 11.71 17

mm 116.09 106.79 96.11 40.03 5.40 5.09 5.28 8.27 16.53 26

I.7m/. R2;28/

D2:. U.8/8 E F M A M J J A S O

*C 7.77 7.10 6.85 7.07 7.08 6.78 6.33 6.04 7.19 7.

mm 87.99 83.80 77.22 32.78 0.38 0.09 0.26 3.10 10.96 20

Precipitación PromedioMens+al

Precipitación *otal Mens+alal 90%

Precipitación *otal Mens+al

al 75%

A2..@ In-/s/ ($s) s# (( /# m$ ( &$%#%(:

*emperat+ra Media Mens+al-

Precipitación EfectivaMens+al al 75%

C=8;</ D2 C;<>7

CULTIVOS BASE %REA M 7 8 / < 8 / 8 8 2 C ; < > 7+H , E F M A M J J A S

1 +(( 30.00 83.33* B B B B R R R R R

# C/(( 4.00 11.11* B B B B R R R R R

3 A#(#( 2.00 5.56* B B B B B B B B B

C;<>/87 (H) 36$"" 1""$"", 36$" 36$" 36$" 36$" 11$" 11$" 11$" 11$" 11$"

CULTIVOS BASE 8 2 < 7 C ; < > 7

E F M A M J J A S 1 +(( "$#" "$45 "$95 "$" "$#5 "$61 1$"" "$9" "$"

# C/(( "$#5 "$" "$6" "$3" "$#" "$41 "$" "$95 "$6

3 A#(#( "$95 "$95 "$95 "$95 "$95 "$95 "$95 "$95 "$95

In-/s/ (( (( m/s ; m(#%( / &#$%< =(s/ "B") / $(%>n "R"? /sn%/n$/s.

M!"#"P$"D$D DE #M$&'

ONSTRU ION DEL SISTEMA DE RIEGO Y ASPERSION JA HURAN - HUAYLLA AMP

OEFI IENTE DE USO ONSUNTIVO PARA LA ÉDULA DE ULTIVO (

H E F M A M J J A S O N

P/:/ 3"$"" "$#" "$45 "$95 "$" "$#5 "$61 1$"" "$9" "$" "$# "$#5

C2/8/ 4$"" "$#5 "$" "$6" "$3" "$#" "$41 "$" "$95 "$6 "$15 "$#"

A</</ #$"" "$95 "$95 "$95 "$95 "$95 "$95 "$95 "$95 "$95 "$95 "$95

:7.82/87 "$#5 "$51 "$91 "$6 "$36 "$6" "$!! "$93 "$ "$35 "$#!

CULTIVOS DEBASE

M!"#"P$"D$D D"S*,"*$ DE #M$&'

ONSTRU ION DEL SISTEMA DE RIEGO Y ASPERSION JA HURAN - HUAYLLA

ÉDULA DE ULTIVO

%REA M E S E S

+H E F M A M J J A S O N

P/:/ 3"$""

C2/8/ 4$""

A</</ #$""

TOTAL 36$"" 36$" 36$" 36$" 36$" 11$" 11$" 11$" 11$" 11$" 11$" 36$"

CULTIVO BASE CULTIVO ROTACIKN

CULTIVOS BASE

M!"#"P$"D$D DE #M$&'

CONSTRUCCION DEL SISTEMA DE RIEGO Y ASPERSION JACHURAN - HUAYLLA AMPALGAN , QUINA

EVAPOTRANSPIRA I#N POTEN IAL

. M/todo de (arreaves) en f+nción a Porcenta1es de (oras de Sol Posibles) ,adiación Extraterrestre 2 *emperat+ra

11$""* A#$%$&: 3-

PAR%METRO DE C%LCULO UNIDAD M E S E SE F M A M J J A S O

T2m:2/;/ M28/ M2.;/< ºC 7.8 7.1 6.9 7.1 7.1 6.8 6.3 6.0 7.2 7.9

º@ 45.98 44.78 44.33 44.72 44.74 44.21 43.39 42.87 44.95 46.21

mm 511.5 456.4 478.9 423.0 392.1 354.0 378.2 413.8 442.5 491.3

S P72./2 82 +7/ 82 S7< * 36.62 35.46 36.43 51.21 69.16 67.34 69.97 65.05 53.73 52.16

mm 232.1 203.8 216.8 227.0 244.6 217.9 237.3 250.3 243.3 266.1

1.076 1.076 1.076 1.076 1.076 1.076 1.076 1.076 1.076 1.076

mm !6$1 3$ $6 !1$9 !!$3 $ !3$1 !6$6 !!$3 99$3

RMM RMD D/ 82< m2

+/n$(/ / (s / S# S 1"" ( . N )

RDM T/</ N* "3

,(%(%>n B&%<(#/n$/ M/ns&(#

N T/</ N* "#

L($%$&: S

TF T2m:2/;/ M28/M2.;/<

RMM R/8/. E T222-2;>/<2.2 82 2>/:7/.

RSM R/8/. E;>/<2.2M2.;/<CE F/7 82 C72. :7A<;8E*o 3 EvapotranspiraciónPotencial

,(%(%>n D$($//s$/) /B&%<(#/n$/ //<(. m/ns&(#

,(%(%>n D$($//s$/) /B&%<(#/n$/ //<(. !%(%(

RSM "$"5 RMM S"$5

(s / s# mED%m( m/%( %(%() s/-Fn#($%$&

M!"#"P$"D$D DE #M$&'

CONSTRUCCION DEL SISTEMA DE RIEGO Y ASPERSION JACHURAN - HUAYLLA AMPALGA

DEMANDA DE AGUA ON PRE IPITA I#N EFE TIVA AL $0%

. M/todo de (arreaves) en f+nción a Porcenta1es de (oras de Sol Posibles) ,adiación Extraterrestre 2 *emperat+ra

E F M A M J J A S O N

!6$15 3$6! $5 !1$94 !!$33 $4 !3$"! !6$63 !!$#6 99$# 9!$65

!$99 !3$!" $## 3#$! "$3! "$"9 "$#6 3$1" 1"$96 #"$45 43$!

%2/ C;<>/8/ 36$"" 36$"" 36$"" 36$"" 11$"" 11$"" 11$"" 11$"" 11$"" 11$"" 36$""

U L T I V O S

B A S E

P/:/ 8.19 1.21 2.63 4.60 4.16 2.82 0.35 C2/8/ 0.77 1.41 2.57 3.52 2.49

A</</ 1.00 1.86 1.64 1.75 1.76 1.62 1.64 1.11

DMA TOTAL 9$19 3$!3 5$6! !$9# 9$44 6$94 1$99 1$11

#4 "$""4 "$""1 "$""# "$""3 "$""4 "$""3 "$""1 "$"""

M M8;<7 82 R27 "$"99 "$13" "$199 "$3"3 "$3#" "$#43 "$"6! "$"1#

C 8 < 8 D "$""35

( E& ')*+ '

E>/:7/.:/.P72./<

P2:/. E2>/M2.;/< /< 5,

M>&# / %/-: M (<H)

M!"#"P$"D$D DE #M$&'

CONSTRUCCION DEL SISTEMA DE RIEGO Y ASPERSION JACHURAN - HUAYLLA AMPALGAN , QUINAN

EVAPOTRANSPIRA I#N POTEN IAL

. M/todo de (arreaves) en f+nción a (+medad ,elativa 2 *emperat+ra

11$""* A#$%$&: 3-!11

PAR%METRO DE C%LCULO UNIDAD M E S E SE F M A M J J A S O N

T2m:2/;/ M28/ M2.;/< ºC 7.8 7.1 6.9 7.1 7.1 6.8 6.3 6.0 7.2 7.9

º@ 46.0 44.8 44.3 44.7 44.7 44.2 43.4 42.9 44.9 46.2 4

+R +;m28/8 R2</>/ * 77.7 80.5 81.3 78.1 72.2 67.6 65.8 67.8 69.0 70.0 6

0.784 0.733 0.718 0.777 0.875 0.945 0.970 0.942 0.925 0.909 0.9

1.076 1.076 1.076 1.076 1.076 1.076 1.076 1.076 1.076 1.076 1.0

2.596 2.279 2.354 2.023 1.832 1.644 1.754 1.976 2.180 2.470 2.4

mm 1""$! !"$6 !"$ 5$6 $# 3$9 9$5 !5$9 9$5 111$6 1#

A#$%$& =msnm? E@($ / C/%>n A#$%$& CE 1$" "$"4 (E#""")/m/($&( M/%( M/ns&(# *C/m/($&( º@ TF 1$! *C 3#

@($ / C/%>n &m/(@($ M/ns&(# / <($(ns%(%>n MF T/</ N* 1<($(ns%(%>n +$/n%(# ET7 TF C+ MF CE

L($%$&: S

TF T2m:2/;/ M28/

M2.;/<

C+ F/7 82 C72.+;m28/8CE F/7 82 C72.A<;8MF@ F/7 M2.;/< 82E>/:7/.:/.E*o 3 EvapotranspiraciónPotencial

C+ "$166 ( 1"" +R ) "$5 Q S- +R 64, C+ 1$"

M!"#"P$"D$D DE #M$&'

CONSTRUCCION DEL SISTEMA DE RIEGO Y ASPERSION JACHURAN - HUAYLLA AMP

DEMANDA DE AGUA ON PRE IPITA I#N EFE TIVA AL $0%

. M/todo de (arreaves) en f+nción a (+medad ,elativa 2 *emperat+ra

E F M A M J J A S O N

1""$5 !"$55 !"$69 5$63 $## 3$!! 9$4! !5$!6 9$49 111$6# 1#

!$99 !3$!" $## 3#$! "$3! "$"9 "$#6 3$1" 1"$96 #"$45 4

%2/ C;<>/8/ 36$"" 36$"" 36$"" 36$"" 11$"" 11$"" 11$"" 11$"" 11$"" 11$"" 3

C U L T I V O S

B A S E

P/:/ 6.72 1.05 2.50 4.40 4.12 3.18 0.54 C2/8/ 0.67 1.34 2.46 3.49 2.81

A</</ 0.17 0.87 1.62 1.56 1.67 1.74 1.81 1.90

DMA TOTAL "$1 $59 3$34 5$4" !$53 9$35 $!" #$44

#4 "$""" "$""3 "$""1 "$""# "$""3 "$""3 "$""3 "$""1 "

M M8;<7 82 R27 "$""# "$"!1 "$113 "$1!9 "$#9" "$31 "$#4 "$"!3 "

( E& ')*+ '

E>/:7/.:/.P72./<

P2:/. E2>/M2.;/< /< 5,

%%/n%( / %/-: E (,)

M>&# / %/-: M (<H)

M!"#"P$"D$D DE #M$&'

T/</ N* "1

COEFICIENTE MENSUAL DE EVAPOTRANSPIRACI#N (MF"

(FACTOR DE LATITUD MENSUAL"

L/;8 M E S E S*S E F M A M J J A S O N D

1 2.788 2.177 2.354 2.197 2.137 1.900 2.091 2.216 2.256 2.358 2.234 2.265

# 2.371 2.136 2.357 2.182 2.108 1.956 2.050 2.194 2.251 2.372 2.263 2.301

3 2.393 2.154 2.360 2.167 2.079 1.922 2.026 2.172 2.246 2.386 2.290 2.337

4 2.385 2.172 2.362 2.151 2.050 1.888 1.993 2.150 2.240 2.398 2.318 2.3725 2.416 2.189 2.363 2.134 2.020 1.854 1.960 2.126 2.234 2.411 2.345 2.407

6 2.447 2.205 2.363 2.117 1.980 1.820 1.976 2.103 2.226 2.422 2.371 2.442

2.478 2.221 2.363 2.099 1.959 1.785 1.893 2.078 2.218 2.433 2.397 2.476

! 2.508 2.237 2.362 2.081 1.927 1.750 1.858 2.054 2.210 2.443 2.423 2.510

9 2.538 2.251 2.360 2.062 1.896 1.715 1.824 2.028 2.201 2.453 2.448 2.544

1" 2.567 2.266 2.357 2.043 1.864 1.679 1.789 2.003 2.191 2.462 2.473 2.577

11 2.596 2.279 2.354 2.023 1.832 1.644 1.754 1.976 2.180 2.470 2.497 2.610

1# 2.625 2.292 2.350 2.002 1.799 1.608 1.719 1.950 2.169 2.477 2.520 2.643

13 2.652 2.305 2.345 1.981 1.767 1.572 1.684 1.922 2.157 2.484 2.543 2.675

14 2.680 2.317 2.340 1.959 1.733 1.536 1.648 1.895 2.144 2.490 2.566 2.706

15 2.707 2.238 2.334 1.937 1.700 1.500 1.612 1.867 2.131 1.496 2.588 2.738

16 2.734 2.339 2.327 1.914 1.666 1.464 1.576 1.838 2.117 2.500 2.610 2.678

4! 15.6 14.3 12.6 10.9 9.3 8.3 8.8 10.2 11.8 13.6 15.2 16.0

T/</ N* "3

RADIACI#N E.TRATERRESTRE (R/"E&PRESADA EN EUIVALENTE DE EVAPORACIKN EN mmLIA

+EMISFERIO SUR

L/;8 M E S E S*S E F M A M J J A S O N D

" 15.0 15.5 15.7 15.3 14.4 13.9 14.1 14.8 15.3 15.4 15.1 14.8

# 15.3 15.7 15.7 15.1 14.1 13.5 13.7 14.5 15.2 15.5 15.3 15.1

4 15.5 15.8 15.6 14.9 13.8 13.2 13.4 14.3 15.1 15.6 15.5 15.4

6 15.8 16.0 15.6 14.7 13.4 12.8 13.1 14.0 15.0 15.7 15.8 15.7

! 16.1 16.1 15.6 14.4 13.1 12.4 12.7 13.7 14.9 15.8 16.0 16.0

1" 16.4 16.3 15.5 14.2 12.8 12.0 12.4 13.5 14.8 15.9 16.2 16.2

1# 16.6 16.3 15.4 14.0 12.5 11.6 12.0 13.2 14.7 15.8 16.4 16.5

14 16.7 16.4 15.3 13.7 12.1 11.2 11.6 12.9 14.5 15.8 16.5 16.6

16 16.9 16.4 15.2 13.5 11.7 10.8 11.2 12.6 14.3 15.8 16.7 16.8

1! 17.1 16.5 15.1 13.2 11.4 10.4 10.8 12.3 14.1 15.8 16.8 17.1

#" 17.3 16.5 15.0 13.0 11.0 10.0 10.4 12.0 13.9 15.8 17.0 17.4

## 17.4 16.5 14.8 12.6 10.6 9.6 10.0 11.6 13.7 15.7 17.0 17.5

#4 17.5 16.5 14.6 12.3 10.2 9.1 9.5 11.2 13.4 15.6 17.1 17.7

#6 17.6 16.4 14.4 12.0 9.7 8.7 9.1 10.9 13.2 15.5 17.2 17.8

M!"#"P$"D$D DE #M$&'

CONSTRUCCION DEL SISTEMA DE RIEGO Y ASPERSION JACHURAN - HUAYLLA AMPA

AL ULO DE LA DEMANDA HIDRI A DEL PROYE TO

C%LCULOSM E S E S

ENE FEB MAR ABR MAY JUN JUL AGO SENº / %(sm/s %(s 31 28 31 30 31 30 31 31 3$ mm%( 3$#5 #$!! #$6" #$5# #$49 #$46 #$56 #$ 3$#$ =? mmm/s 100.75 80.55 80.69 75.63 77.22 73.88 79.48 85.86 97. +n/( . 0.25 0.51 0.91 0.67 0.36 0.60 0.88 0.93 0.7U C. mm 24.91 40.72 73.52 50.63 27.73 44.26 70.08 79.61 74.+. ,/-%s$(( (# 75* mmm/s 116.09 106.79 96.11 40.03 5.40 5.09 5.28 8.27 16.

+. //$%<( (# 75*=? mmm/s 87.99 83.80 77.22 32.78 0.38 0.09 0.26 3.10 10.,/B&/%m%/n$ mm 63.08 43.08 3.70 17.85 27.35 44.18 69.82 76.51 63.,/B. K#. &$ m3( 630.81 430.80 37.02 178.50 273.52 441.78 698.20 765.08 638. !/ ,%/- =? 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.9,/B K# N/$. mm 700.90 478.67 41.13 198.33 303.91 490.87 775.77 850.09 709Nº / (s / %/- s 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.

A/( $$(# / %/- (s 36.00 36.00 36.00 36.00 11.00 11.00 11.00 11.00 11.M>&# / ,%/- #$s/-( 0.262 0.198 0.015 0.077 0.113 0.189 0.290 0.317 0.2. /m(n( #$s/- 9.42 7.12 0.55 2.75 1.25 2.08 3.19 3.49 3.0O/$( &/n$/ =? =#s? 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.

O/$( $/ ; /s/<. =#s? 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.5 # $ &/ (#&#( /# m$ / (-(</s

L( +/%%$(%>n /$%<( &/ (#&#( n #s <(#/s /# &( (&n$ =M$ U.S.A?

%%/n%( / ,%/- 0.90L( %//n%( / C(&(# /$( ; C(&(# /m(n( s/ ns%/( m: CAU!AL COLICO

!IS,IUCIN ! + @CIKA=M$ U.S.A.?

DEMANDA DE AGUA DEL PR y O f e r . ( l / s )

Demanda de Agua - Yapacmarca

Documents

Calculo Demanda de Agua Cristiansen

CÁLCULO DE LA DEMANDA DE AGUA POTABLE

PRONÓSTICO DE DEMANDA DE AGUA POTABLE MEDIANTE …

Demanda de Agua Para Riego Jaqui Cpy

Determinación de La Demanda de Agua

Demanda de Agua Pres Chonta

Demanda Agua y Alcantarillado Sabaino (1)

Demanda de Agua y Balance Hidrico.xls

Demanda Efectiva de Agua Chopcca - Sin Proyecto

Sevilla Estacionalidad Demanda Agua

6. DEMANDA DE AGUA CHOPCCA - TUCUPAHUACHANA.pdf

AGUA EN MENDOZA (OFERTA Y DEMANDA)

Demanda de agua de un sistema de riego.docx

Oferta - Demanda DE AGUA

AGUA POTABLE PARA POBLACIOh RURALES · PDF filePOBLACION DE DISENO Y DEMANDA DE AGUA ... Metodos de calculo DEMANDA DE AGUA A) ... agua potable por gravedad en diversas zonas rurales

2. Demanda de Agua Chopcca - Millpo

Uso Consuntivo y Demanda de Agua

Oferta y demanda hídricas. Disponibilidad de agua

5. DEMANDA DE AGUA CHOPCCA - ASNAPAMPA.pdf

Cedula de Cultivo y Demanda de Agua Cp,