242317634-DISENO-DE-RIEGO-POR-GOTEO-EXCEL-xls.xls

DISEÑO DE RIEGO POR GOTEO - CULTIVO MAIZ DURO DATOS PRELIMINARES diametro de bulbo audal !eloidad oe"iie#te de obertura $ E"iie#a de a%liai&# Tiem%o di'%o#ible (r

61.6 2 6.28 100% 2 90% 15.00

cm lt/hr mm/hr

0. 0.616

H^0.02

)*-Dato' Climatio'+ e'taio# EL TUMI "ebrero etomm.dia/ 0 et

mar,o

abril

4.05

4.39 0.58

3.98 0.95

0.00

2.55

3.78

1*-Dato' del SUELO

SUELO CEar CEe' C 2 Pm2 3D 4raio# de 'uelo (umedo 2

Textura frac! area 0.6 1.7 14.3 5.45 0.1 0.60

Ds 1.6

Efp 0.95

5*-Dato' del Culti!o #ult$! ' ra$ces (mm) #!*ertura % +c

ma$& 800 100 0.95

6*-Selei&# de Gotero eur!,r$p 2.1

$7a839: l.(/ a x '. !perac$- *ar

1 * ); 2.1 Ea % 0.020 #u % 4+

0.90 0.9 0.10

<*-DISEÑO AGRONOMICO LN almae# de (1o/mm LN area mo=ada >;2/ mm

11.33 4Rma:/ dia 6.80 4R dia

"ebrero LN me#'ual/ mm.dia L? me#'ual/ mm.dia Nt

mar,o

0.00 0.00

2.99 2

abril

3.06 4.54 3.39 5.04 0 3.611360 3.611360333 333 5.362718 5.362718

>* Calulo bulbo (umedo dmedia d@rue'a r

a*-Se%araio# e#tre Gotero Se% li#ea' m D* (um m

e*- E'%aiamie#to e#tre @otero' Metodo' Se) Se1 Se5 tra'la%e 6;2 Se6 Se %romedio

0.92 0.54 0.308

b*-Area 3

1 0.616

cm 0.4967067425 0.4967067425 0.4928 0.4928 0.5 0.4955766856

A(um

el1/e e80%D hum er(2traslape) er(2traslape) se cua,r!s p!r textur

m #!ef$cetes 1 +1 +1 +1

m a o

=u#io

#!ef$c$etes +1 +2 +3 t

1.1 1.34 1 1

=ulio

a@o'to 'e%tiembre

otubre

1.11 1.15 0.9 1.14885

#o!iembre

3.99 0.95

3.79 0.93

3.65 0.91

3.33 0.58

2.85 0.58

2.80 0.95

3.30 0.95

3.79

3.52

3.32

1.93

1.65

2.66

3.14

 0.18

E de a%liai&#

1.793114

m a o 4.55 5.05 5.37 .376193

meda 0.30

=u#io 4.23 4.70 4.99 .99919 91995

=ulio

0.90

a@o'to 'e%tiembre

3.99 2.32 4.43 2.58 4.7 4.7109 109941 941667 2.73 .73937

*-NB de @otero' 8m1 NB e m1

otubre

1.98 3.19 2.20 3.55 2.3 2.3445 44505 3.77 .772766 766666 6667

#o!iembre 3.76 4.18 4.44 .446475 475

d*-Euaio# de e$uilibrio 2.01 24

"*- Tiem%o de rie@o o a%liai&# Do'i' bruta 10.752385 Ta (r 2.5600916667 @*-Numero de u#idade' o%erati!a' Td (r 15.00 2.5601 2.5 Ta (r 5.859 6 NUOR

I* rie@o dia Nt mm.dia e e.m1/ Ve l/

2 5.3761925 2.01 5.3407821273

(*-Caudal a=u'tado medio del $e 2.1363128509 2 $e om%robaio# 0.0681564255

diiembre

e#ero

3.74 0.93

4.07 0.91

3.48

3.70

diiembre

e#ero

4.17 4.44 4.64 4.94 4.933247 5.2530811667 5.2530811667

mi'or

0.1

SEGN LAS PARCELAS ) Di't %ara lateral Numero laterale' Lo#@ lateral ma: Lo#@ lateral mi# Di't e#tre laterale' Di't e#tre @ot N de @otero' : lat ma: N de @otero' : lat mi#  %or @otero  %a todo lat ma:  %a todo lat mi#

166.73 167 53 52.8 1 0.5 106 106 2.00 212.0 211.2 0.8 35.347

 'i't

m m m m m

/h /h /h m3/h

35346.8

/h

169.17 169 53 52.8 1 0.5 106 106 2.00 212.0 211.2 0.8 36

m

F Di't %a lateral Numero lat Lo#@ lat ma: Lo#@ lat mi# Di't e#tre laterale' Di't e#tre @ot N de @otero' : lat ma: N de @otero' : lat mi#  %or @otero  %a todo lat ma:  %a todo lat mi#  'i't

35864.0 ; maueras >a >aue ue t!t t!t

m m m m

/h /h /h m3/h /h 8148 4399 439966 66.0 .08 8

  T: ;<= se sl e $ e

2 2.1 2.5 4 0.5 1 5.34 1 15

1 lt/hr hr

m/s

Di't %a lateral Numero lat Lo#@ lat ma: Lo#@ lat mi# Di't e#tre laterale' Di't e#tre @ot N de @otero' : lat ma: N de @otero' : lat mi#  %or @otero  %a todo lat ma:  %a todo lat mi#  'i't

166.83 167 53 52.8 1 0.5 106 106 2.00 212.0 211.2 0.8 35

m m m m m

/h /h /h m3/h

35368.0

/h

170.79 171 53 52.8 1 0.5 106 106 2.00 212.0 211.2 0.8 36

m

 Di't %a lateral Numero lat Lo#@ lat ma: Lo#@ lat mi# Di't e#tre laterale' Di't e#tre @ot N de @otero' : lat ma: N de @otero' : lat mi#  %or @otero  %a todo lat ma:  %a todo lat mi#  'i't

36207.5

m m m m

/h /h /h m3/h /h

5 Di't %a lateral Numero lat Lo#@ lat ma: Lo#@ lat mi# Di't e#tre laterale' Di't e#tre @ot N de @otero' : lat ma: N de @otero' : lat mi#  %or @otero  %a todo lat ma:  %a todo lat mi#  'i't

6 167.87 168 53 52.8 1 0.5 106 106 2.00 212.0 211.2 0.8 36 35588.4

m m m m m

/h /h /h m3/h


/h

H Di't %a lateral Numero lat Lo#@ lat ma: Lo#@ lat mi# Di't e#tre laterale' Di't e#tre @ot N de @otero' : lat ma: N de @otero' : lat mi#  %or @otero  %a todo lat ma:  %a todo lat mi#  'i't

) 171.28 171 53 52.8 1 0.5 106 106 2.00 212.0 211.2 0.8 36

m

m3/h

36311.4

/h

m m m m

/h /h /h


<

168.33 168 53 52.8 1 0.5 106 106 2.00 212.0 211.2 0.8 36 35686.0

m m m m m

/h /h /h m3/h


/h

169 169 53 52.8 1 0.5 106 106 2.00 212.0 211.2 0.8 36

m m m m m

/h /h /h m3/h

35828.0

/h

172.37 172 53 52.8 1 0.5 106 106 2.00 212.0 211.2 0.8 37

m

))

172.1 172 53 52.8 1 0.5 106 106 2.00 212.0 211.2 0.8 36 36485.2

m m m m m

/h /h /h m3/h /h


36542.4

m m m m

/h /h /h m3/h /h

> Di't %a lateral Numero lat Lo#@ lat ma: Lo#@ lat mi# Di't e#tre laterale' Di't e#tre @ot N de @otero' : lat ma: N de @otero' : lat mi#  %or @otero  %a todo lat ma:  %a todo lat mi#

 'i't

170 170 53 52.8 1 0.5 106 105.6 2 212 211.2 0.8 36.04

m

m3/h

36040

/h

172.41 172 53 52.8 1 0.5 106 105.6 2 212 211.2 0.8 37

m

m m m m

/h /h /h

)1 Di't %a lateral Numero lat Lo#@ lat ma: Lo#@ lat mi# Di't e#tre laterale' Di't e#tre @ot N de @otero' : lat ma: N de @otero' : lat mi#  %or @otero  %a todo lat ma:  %a todo lat mi#  'i't

36550.92

m m m m

/h /h /h m3/h /h

Seio#e' 

CAUDAL

CAUDAL

L.3r/

L.'/

DIAMETRO INTERNO mm*/

1 2 3 4 5 6 7 8 9 10 11

212 212 212 212 212 212 212 212 212 212 212

0.0589 0.0589 0.0589 0.0589 0.0589 0.0589 0.0589 0.0589 0.0589 0.0589 0.0589

14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5

12

212

0.0589

14.5

CONDUCCIJN PRIMARIA

6K

SECT 

CAUDAL

CAUDAL

m5.3r/

L.'/


1 2 3 4 5 6 7 8 9 10 11

71 71 71 71 72 72 72 72 73 73 73

19.6370888889 19.6488666667 19.7713555556 19.8255333333 19.9044444444 20.0222222222 19.9244666667 20.1152666667 20.1729777778 20.2695555556 20.3013555556

104.6 104.6 104.6 104.6 104.6 104.6 104.6 104.6 104.6 104.6 104.6

12

73

20.3060666667

104.6

CONDUCCIJN SECUNDARIA

>K

NUOR

 %or 'etor m5.(r

 %or 'etor L.'/


1 2 3 4 5

141.38704 141.47184 142.35376 142.74384 143.312

39.27 39.30 39.54 39.65 39.81

152 152 152 152 152

6

144.16

40.04

152

6 7 8 9 10 11

144.16 143.45616 144.82992 145.24544 145.9408 146.16976

40.04 39.85 40.23 40.35 40.54 40.60

152 152 152 152 152 152

12

146.20368

40.61

152

CONDUCCIÓN TERCIARIA

8"

Q TOTAL m3/hr

DIAMETRO INTERNO (mm.)

Q TOTAL (L/s)

1

141.38704

39.27

1 9 0 .2

2

141.47184

39.30

1 9 0 .2

3

142.35376

39.54

1 9 0 .2

4

142.74384

39.65

1 9 0 .2

5

143.312

39.81

1 9 0 .2

6

144.16

40.04

1 9 0 .2

7

143.45616

39.85

1 9 0 .2

8

144.82992

40.23

1 9 0 .2

9

145.24544

40.35

1 9 0 .2

10

145.9408

40.54

1 9 0 .2

11

146.16976

40.60

1 9 0 .2

12

146.20368

40.61

1 9 0 .2 8"

Q TOTAL m3/hr Troncal Troncal  Troncal Troncal ! Troncal Troncal 3

Ha

Q TOTAL (L/s)

INTERNO (mm.)

144.16

40.0444444444

1 9 0 .2

146.20368

40.6121333333

1 9 0 .2

146.20368

40.6121333333

1 9 0 .2

44.5

REER#ORIO E$c%&nc%a'

Ec  CU (*+)  L ,r-a 

3.79 0.6

6.3166666667

DEMANDA r&a  a' r&a  00.1a' 2ara ! 4as 

6.31* 10 = 63. 63.1 * 44. 44.5 =

6 3 .1 6 6 6 6 6 6 6 6 7 2810 2810.9 .916 1666 6666 6667 67

2810 2810..91 * 2=

5621 5621.8 .833 3333 3333 3333 33

O5ERTA 66L/s  on !0 r.

360 m3/Hr 8640 m3/día m3/día

ALDO O7&ra * D&mana  2ara almac&nar '

3018.1666666667 m3/Hr 5621.833333333 5621.8333333333 3 m3

DIMENIONE Al-ra ' Tal-' as& m&nor' as& ma9or' Ar&a ' Ancho' T%&m:o & ll&nao '

5 m 1.5 25 40 162.5 m2 34.5958974359 34.5958974359 m 12 hr

LONGITUD

PERDIDA 34 );; metro'/

metro'/

PERDIDA 34 metro'/

SINGULARIDAD



55 55 55 55 55 55 55 55 55 55 55

1.3357220228 1.3357220228 1.3357220228 1.3357220228 1.3357220228 1.3357220228 1.3357220228 1.3357220228 1.3357220228 1.3357220228 1.3357220228

0.7346471125 0.7346471125 0.7346471125 0.7346471125 0.7346471125 0.7346471125 0.7346471125 0.7346471125 0.7346471125 0.7346471125 0.7346471125

1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1

0.8081118238 0.8081118238 0.8081118238 0.8081118238 0.8081118238 0.8081118238 0.8081118238 0.8081118238 0.8081118238 0.8081118238 0.8081118238

55

1.3357220228

0.7346471125

1.1

0.8081118238 0.2

?

LONGITUD metro'/



SINGULARIDAD



166.73 166.83 167.87 168.33 169 170 169.17 170.79 171.28 172.1 172.37

4.1123482326 4.1169123683 4.1645172273 4.1856534096 4.2165266465 4.2627999324 4.2243767324 4.2995198363 4.3223681671 4.3607285757 4.3733935156

2.468346555 2.4725681654 2.516751025 2.5364557384 2.5653348117 2.6088335587 2.5726961226 2.6435339742 2.6652067908 2.7017329964 2.713830625

1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1

2.7151812105 2.719824982 2.7684261275 2.7901013122 2.8218682929 2.8697169145 2.8299657348 2.9078873717 2.9317274699 2.971906296 2.9852136875

172.41

4.3752712381

2.715625851

1.1

2.9871884361



LONGITUD metro'/

SINGULARIDAD



54.59 163.48 272.08 55.49 165.29

2.4017975963 2.4044632582 2.4322666517 2.4446111393 2.4626425077

0.4720108708 1.4150939524 2.3823759981 0.4883452996 1.4653806484

1.1 1.1 1.1 1.1 1.1

0.5192119579 1.5566033477 2.6206135979 0.5371798296 1.6119187132

274.79

2.4896682022

2.462889331

1.1

2.7091782641

274.79 54.27 163.49 271.93 55.14 164.82

2.4896682022 2.4672273134 2.5111142889 2.5244587488 2.5468629646 2.554259863

2.462889331 0.4820271347 1.4779514704 2.4713138433 0.5055624859 1.5155751982

1.1 1.1 1.1 1.1 1.1 1.1

2.7091782641 0.5302298481 1.6257466174 2.7184452276 0.5561187345 1.6671327181

274.64

2.555356538

2.5264912306

1.1

2.7791403536

LON;ITUD (m&ros)

2ERDIDA 5 (66 m&ros)

2ERDIDA 5 (m&ros)

IN;ULARIDAD

<

166.17

0. 0.8060453609

0.4821860074

1.1

0 .5 3 0 4 0 4 6 0 8 1

166.17

0. 0.8069399593

0.4827211669

1.1

0 .5 3 0 9 9 3 2 8 3 6

166.17

0. 0.8162708023

0.4883029892

1.1

0 .5 3 7 1 3 3 2 8 8 1

498.51

0. 0.8204136231

1.4723438229

1.1

1 .6 1 9 5 7 8 2 0 5 2

498.51

0.826464966

1.4832037808

1.1

1 .6 3 1 5 2 4 1 5 8 8

498.51

0. 0.8355348126

1.4994808539

1.1

1 .6 4 9 4 2 8 9 3 9 3

168.85

0. 0.8280036308

0.503310287

1.1

0 .5 5 3 6 4 1 3 1 5 7

168.85

0. 0.8427321379

0.5122631574

1.1

0 .5 6 3 4 8 9 4 7 3 1

168.85

0. 0.8472105503

0.5149854051

1.1

0 .5 6 6 4 8 3 9 4 5 6

507.3

0. 0.8547294246

1.5609752535

1.1

1 .7 1 7 0 7 2 7 7 8 8

507.3

0.8572118301

1.565508821

1.1

1 .7 2 2 0 5 9 7 0 3 2

507.3

0. 0.8575798752

1.5661809744

1.1

1 .7 2 2 7 9 9 0 7 1 9

(m&ros)

5 (66 m&ros)

5 (m&ros)

IN;ULARIDAD

<

162.6

0. 0.8355348126

0.9510057237

1.1

1 .0 4 6 1 0 6 2 9 6 1

162.54

0. 0.8575798752

0.9757372304

1.1

1 .0 7 3 3 1 0 9 5 3 4

101.84

0. 0.8575798752

0.6113515414

1.1

0 .6 7 2 4 8 6 6 9 5 6

mm/dia mm/dia

m3/Ha/día m3/44.5Ha/día m3/44.5Ha/2día

PERDIDA Cota metro'/

Perdida total

Seio#e' 

CU

0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2

1.0081118238 1.0081118238 1.0081118238 1.0081118238 1.0081118238 1.0081118238 1.0081118238 1.0081118238 1.0081118238 1.0081118238 1.0081118238

1 2 3 4 5 6 7 8 9 10 11

0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9

0.2

1.0081118238

12

0.9

CONDUCCIJN PERDIDA Cota metro'/

PERDIDA TOTAL

SECT 

CU

0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2

2.9151812105 2.919824982 2.9684261275 2.9901013122 3.0218682929 3.0697169145 3.0299657348 3.1078873717 3.1317274699 3.171906296 3.1852136875

1 1 2 2 3 3 4 4 5 5 6

0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9

0.2

3.1871884361

6

0.9

PERDIDA Cota metro'/

PERDIDA TOTAL

SECT 

CU

0.2 0.2 0.2 0.2 0.2

0.7192119579 1.7566033477 m+$ f 2.8206135979 0.7371798296 1.8119187132

1 1 2 2 3

0.9 0.9 0.9 0.9 0.9

0.2

2.9091782641

3

0.9

0.2 0.2 0.2 0.2 0.2 0.2

2.9091782641 0.7302298481 1.8257466174 2.9184452276 0.7561187345 1.8671327181

3 4 4 5 5 6

0.9 0.9 0.9 0.9 0.9 0.9

0.2

2.9791403536

6

0.9

2ERDIDA Coa (m&ros)

2ERDIDA TOTAL

ECT =

CU

0.2

0 .7 3 0 4 0 4 6 0 8 1

1

0.9

0.2

0 .7 3 0 9 9 3 2 8 3 6

1

0.9

0.2

0 .7 3 7 1 3 3 2 8 8 1

2

0.9

0.2

1 .8 1 9 5 7 8 2 0 5 2

2

0.9

0.2

1 .8 3 1 5 2 4 1 5 8 8

3

0.9

0.2

1 .8 4 9 4 2 8 9 3 9 3

3

0.9

1.2

1 .7 5 3 6 4 1 3 1 5 7

3

0.9

2.2

2 .7 6 3 4 8 9 4 7 3 1

3

0.9

3.2

3 .7 6 6 4 8 3 9 4 5 6

3

0.9

4.2

5 .9 1 7 0 7 2 7 7 8 8

3

0.9

5.2

6 .9 2 2 0 5 9 7 0 3 2

3

0.9

6.2

7 .9 2 2 7 9 9 0 7 1 9

3

0.9

Coa (m&ros)

2ERDIDA TOTAL T s-ma 2r&

0.2

1 .2 4 6 1 0 6 2 9 6 1

0.2

1 .2 7 3 3 1 0 9 5 3 4

1.2

1 .8 7 2 4 8 6 6 9 5 6

28.8859108449



om,a 2 20.8554393367

om,a 37.1165706938

Si cumple N cumple

26.4233324998

CV

PRESION GOTERO m/

PERDIDA PERMISI?LE 3

3mi#

 mi#

 %rom

m/

L.3r

L.3r

0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02

10 10 10 10 10 10 10 10 10 10 10

4.2142044867 4.2142044867 4.2142044867 4.2142044867 4.2142044867 4.2142044867 4.2142044867 4.2142044867 4.2142044867 4.2142044867 4.2142044867

10 10 10 10 10 10 10 10 10 10 10

1.8145750026 1.8145750026 1.8145750026 1.8145750026 1.8145750026 1.8145750026 1.8145750026 1.8145750026 1.8145750026 1.8145750026 2.7218625039

2 2 2 2 2 2 2 2 2 2 3

0.02

10

4.2142044867

10

3.6291500052

4

CV



3mi#

 mi#

 %rom

m/

L.3r

L.3r

0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02

10 10 10 10 10 10 10 10 10 10 10

4.2142044867 4.2142044867 4.2142044867 4.2142044867 4.2142044867 4.2142044867 4.2142044867 4.2142044867 4.2142044867 4.2142044867 4.2142044867

10 10 10 11 12 13 14 15 16 17 18

1.8145750026 1.8145750026 1.8145750026 2.7218625039 3.6291500052 4.5364375065 5.4437250077 6.351012509 7.2583000103 8.1655875116 9.0728750129

2 2 2 3 4 5 6 7 8 9 10

0.02

10

4.2142044867

19

9.9801625142

11

CV



3mi#

 mi#

 %rom

m/

L.3r

L.3r

0.02 0.02 0.02 0.02 0.02

10 10 10 10 10

4.2142044867 4.2142044867 4.2142044867 4.2142044867 4.2142044867

10 10 10 11 12

1.8145750026 1.8145750026 1.8145750026 1.8145750026 1.8145750026

2 2 2 2 2

0.02

10

4.2142044867

13

1.8145750026

2

0.02 0.02 0.02 0.02 0.02 0.02

10 10 10 10 10 10

4.2142044867 4.2142044867 4.2142044867 4.2142044867 4.2142044867 4.2142044867

13 14 15 16 17 18

1.8145750026 1.8145750026 1.8145750026 1.8145750026 1.8145750026 1.8145750026

2 2 2 2 2 2

0.02

10

4.2142044867

19

1.8145750026

2

C#

2REION ;OTERO (m) 0.02

10 !H

0.02

10

0.02

m%n

Q m%n

Q :rom

(m)

L/r

L/r

10

1.8145750026

2

4. 4.2142044867

10

1.8145750026

2

10

4. 4.2142044867

10

1.8145750026

2

0.02

10

4. 4.2142044867

11

1.8145750026

2

0.02

10

4. 4.2142044867

12

1.8145750026

2

0.02

10

4. 4.2142044867

13

1.8145750026

2

0.02

10

4. 4.2142044867

14

2.7218625039

3

0.02

10

4. 4.2142044867

15

3.6291500052

4

0.02

10

4. 4.2142044867

16

4.5364375065

5

0.02

10

4. 4.2142044867

17

5.4437250077

6

0.02

10

4.2142044867

18

6. 6 .3 5 1 0 1 2 5 0 9

7

0.02

10

4. 4.2142044867

19

7.2583000103

8

Daos m Ca-al l/m%n Daos & la ,om,a Ca-al l/m%n m mpr#aci$

2ERDIDA 2ERMIILE >

28.8859108449

2436.728

2437 35

Si cumple

PRESIJN EN LA ENTRADA

Veloidad

m/

m.(r

10.6509853344 10.6509853344 10.6509853344 10.6509853344 10.6509853344 10.6509853344 10.6509853344 10.6509853344 10.6509853344 10.6509853344 10.6509853344 10.6509853344 10.6509853344 10.6509853344 10.6509853344 10.6509853344 10.6509853344 10.6509853344 10.6509853344 10.6509853344 10.6509853344 10.6509853344

1.2838751227 1.2838751227 1.2838751227 1.2838751227 1.2838751227 1.2838751227 1.2838751227 1.2838751227 1.2838751227 1.2838751227 1.2838751227 1.2838751227 1.2838751227 1.2838751227 1.2838751227 1.2838751227 1.2838751227 1.2838751227 1.2838751227 1.2838751227 1.2838751227 1.2838751227

10.6509853344 10.6509853344

1.2838751227 1.2838751227


Veloidad

m/

m.' 11.95125 1.95125991 99162 62 11.9544261241 1.9544261241 11.9875632688 1.9875632688 12.0023418038 12.0023418038 12.024001 12.0240011088 1088 12.0566 12.0566251 25169 69 12.0295220919 12.0295220919 12.0826504807 12.0826504807 12.0989050931 12.0989050931 12.1262997473 12.1262997473 12.13 12.1353 5372 7296 9687 87

8.22695 8.22695581 5818 8 8.2318901 8.2318901164 164 8.2832068204 8.2832068204 8.3059045933 8.3059045933 8.3389643929 8.3389643929 8.38830 8.38830737 73775 75 8.3473527003 8.3473527003 8.4272883353 8.4272883353 8.4514663978 8.4514663978 8.4919276451 8.4919276451 8.505 8.50525 2502 0251 51

12.1367193882 12.1367193882 12.1353729687

8.5072239703 8.5072239703


Veloidad

m/

m.' 10.4540081531 10.4540081531 11.1613204643 1.1613204643 11.8867819986 1.8867819986 10.4662589747 10.4662589747 11.1990354863 1.1990354863

7.7919355884 7.7919355884 7.7966089739 7.7966089739 7.8452121827 7.8452121827 7.8667097559 7.8667097559 7.8980214385 7.8980214385

11.9471669983 1.9471669983

7.9447552932 7.9447552932

11.9471669983 1.9471669983 10.4615 10.4615203 20351 51 11.2084636028 1.2084636028 11.9534853824 1.9534853824 10.47 10.4791 9171 7186 8644 44 11.2366813987 1.2366813987

7.9447552932 7.9447552932 7.90596 7.90596619 61938 38 7.9816750383 7.9816750383 8.0045746271 8.0045746271 8.042 8.04289 8963 6388 88 8.0555145287 8.0555145287

11.9948684229 1.9948684229

8.0573838829 8.0573838829

11.9948684229

2REIÓN EN LA ENTRADA

#&loc%a

(m)

m/s 10.4 10.461 6163 63950 95056 56

4.97 4.97635 63567 6722 221 1

10.4 10.462 6204 0408 0875 752 2

4.97 4.9793 9341 4140 402 2

10.4 10.466 6622 22724 72419 19

5.01 5.01038 03820 2072 725 5

11.2 11.204 0425 25786 78672 72

5.02 5.02411 41115 1599 998 8

11.2 11.212 1240 40283 28356 56

5.04 5.04410 41089 8954 548 8

11.2 11.224 2461 61064 06404 04

5.07 5.07395 39557 5753 534 4

10.9 10.977 7748 48271 27153 53

5.04 5.04918 91829 2910 106 6

11.4 11.484 84197 19736 368 8

5.09 5.09753 75347 4724 243 3

11.9 11.986 8623 23905 90538 38

5.11 5.11215 21596 9655 555 5

13.2 13.270 7073 73144 14401 01

5.13 5.13663 66340 4030 304 4

13.7 13.774 7413 1316 1615 158 8

5.14 5.1446 4692 9266 666 6

14.2 14.274 7463 63573 57308 08

5.14 5.14588 58865 6537 379 9

11.2246106404

@ ,e Ha

Material

44.5

Lo#@itud m/

!$tu, tu*er$a 16mm 'A# !$tu, tu*er$a 4B 'A# !$tu, tu*er$a 6B 'A# !$tu, tu*er$a 8B 'A# >!t!*!m*a 8'34004>E DE 40H'

439966.08 2036.88 1093.44 1432.79

Metrado'

U#idad

>!t!*!m*a 8'34004>E DE 40H'

=,

Cabe,al de rie@o LaterNa ,e 2 u$,a,es ,e f$ltr!s H$,r!c$cl-$c!s ,e a$ll!s ,e 3BFm!,el! !t!,$s+O cap.,e f$ltrac$- ,e 120 meshO'res$- a 10 atm. C$ltr! malla 5B >a!metr! 06*ar #au,al$metr! A:A=: DE :E ( =;:; :A 1B   #;ET#:) Alu Alula la H$,ra H$,raul ul$ca $ca5B 5BFpl Fplst st$c! $c!G G p$l! p$l!t! t! reula reula,! ,!rr G ele ele  h$,rau h$,raul$l$c! c! G acces! acces!r$! r$!s s 'eamet!F lu*r$cateF tefl-F p$tura F etre !tras.

=,. =$, =$, =$, u, =$,. =$,. Il!*.

Ae'orio' alulas ,e pas! Aalula ,e '$e Aalula ,e c!mpuerta ,e 'A# J 8B Aalula ,e c!mpuera ,e 'A# J 6B #!,! ,e 90K 'A# ,e 8B #  7.5 #!,! ,e 90K 'A# ,e 4B #  7.5 TEE e,ucc$! ,e 8B a 6B 'A# #7.5 TEE e,ucc$! ,e 6B a 4B 'A# #7.5 e,ucc$! ,e 4B a 2B 'A# =$! =$ersal 6B 'A# =$! =$ersal 2B 'A#

=$,. =$,. =$,. =$,. =$,. =$,. =$,. =$,. =$,. =$,. =$,.

Li#ea' de o#duio# #!llar$ 4B TEE 'A# 2B #!,! 90K 2B Lush$ 'A# 2B M1/2B :lula pula,!ra pula,!ra Aalula h$,raul$ca Tamp! f$al 16mm

=$,. =$,. =$,. =$,. =$,. =$,. =$,.

Tuberia' Tu*er$a 16mm 'A#

m

Tu*er$a 4B 'A# Tu*er$a 6B 'A# Tu*er$a 8B 'A#

m m m

Co'to total S.* Co'to Total  Co'to total .(a

U#idad

Ca#tidad

m m m m =,

659949.12 509.22 546.72 716.395 1

Co'to u#itario Co'to e# S.* 1.2 43 110 130 21120

791938.944 21896.46 60139.2 93 93131.35 21120

Co'to total S.* H 11<* H<6 Co't Co'to o Tot Total al  5F 5F65 651 1*; *;)1 )1  Co'to %o %or 3a 3a 6))*><6<

Co'to U#it*

metrado

total

1

21120

21120

1

2500

2500

1 2 1 1 2 1

170 50 40 86 230 55

170 100 40 86 460 55

300 70 150 100 70 50 36 24 18 54 16

10 1 1 12 2 24 4 24 48 24 48

3000 70 150 1200 140 1200 144 576 864 1296 768

36 8 25 50 60 60 0.2

48 24 24 24 24 24 1702

1728 192 600 1200 1440 1440 340.4

1.2 1.2

659 659949 949.12 .12

79193 1938.94 .944

43 110 130

509.22 546.72 716.395

21896.46 60139.2 93131.35

);;FH<*5<6 5))1*>56;H) <;*;

242317634-DISENO-DE-RIEGO-POR-GOTEO-EXCEL-xls.xls

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