Caida Vertical Tipica Saposoa

7/25/2019 Caida Vertical Tipica Saposoa

1/29

METRADOS

PROYECTO : SISTEMA MENOR DE RIEGOOBRA: CANAL LATERAL N 06

ESTRUCTURA : CAIDA VERTICALUBICACIN: KM. 00+430

Cara!"r#$!#a$

% & 1.00B & 1.00L' & 2.80' & 0.20() & 0.55(* & 0.55

) & 0.35

* & 0.35L!) & 1.50L!* & 1.50

r & 0.04 (recub. Muro losa)

).00 Tra,- R"'/a!"- 40.0* 1*

a = 1,00 + Lt1 + 1,20 + Lp+2*p + 0,20 + Lt2 + 1,00 = 1,00+1.5+1,20+2.8+2*0.2+0,20+1.5+1,00 + 2,00 = 11.60

b = 2 * h2 + b2 + 2 = 2 * 0.55 + 0.35 + 2,00 = 3.45

A = a * b = 11.6 * 3.45 = 40.02

*.00 E2aa#-"$ a 15#a )).63 13

D" E!ra7a

a1 = ( 2*b1+2*h1 ) 2 * h1 = ( 2*0.35+2*0.55 ) 2*0.55 = 0.4!5

a2 =" * h1 = 1 * 0.55 = 0.55

#1 = (a1 + a2 ) 2 * Lt1 = ( 0.4!5 + 0.55) 2 * 1.5 = 0.$8

D" Sa/#7a

a1 = ( 2*b2+2*h2 ) 2 * h2 = ( 2*0.35+2*0.55 ) 2*0.55 = 0.4!5

a2 = ( " + 0.20 ) * h2 = ( 1 + 0.20)* 0.55 = 0.66

#1 = (A1 + A2 ) 2 * Lt2 = ( 0.4!5 + 0.66) 2 * 1.5 = 0.8$

b1+2h1

h1

b1

h1

"

0.20

0.20 0.20

b2+2h2

h2

b2

h2

"+0.200.20 0.20

h1

h1

b1

h2

h2

b2"

LpLt1 Lt2


2/29

0.20


3/29

S"#- A8A

a1 = ( 2*"+0,5*h1+3,2 ) 2 * h1 = ( 2*1+0,5*0.55 +3,2) 2*0.55 = 1.5056

L=1,00

#1 = a1*L = 1.505625 * 1 = 1.505625

S"#- B8B

a1=(2*"+0,5*h2+2*p+3,6)2*(h2+p) =(2*1+0,5*0.55+2*0.2 +3,6)2*(0.55+2* 2.35

L = Lp + 2p + 0,40 = 3.60

#1 = a1*L = 2.353125 * 3.6 8.4$125

3.00 E2aa#-"$ a 1a- 3.0) 13

D" E!ra7a

a1 = ( 2*b1+2*h1 ) 2 * h1 = ( 2*0.35+2*0.55 ) 2*0.55 = 0.4!5

a2 = ( 2*b1+2*h1+0.40 ) 2 * (h1+0.10) = ( 2*0.35+2*0.55 + 0.40 ) 2*(0.55+ 0.10 ) 0.$2

a3 = 0.20 * 0.0$5 * 2 0.03

A1 = 0.$15 % 0.4!5 + 0.03 = 0.25

a1 = ( h1 + 0.20 ) ( " + 0.40 ) = ( 0.55 + 0.20 ) * ( 1 + 0.40 ) = 1.05

a2 = " * h1 = 1 * 0.55 = 0.55

A2 = 1.05 % 0.55 = 0.5

#1 = (A1 + A2 ) 2 * Lt1 = ( 0.25 + 0.5) 2 * 1.5 = 0.56

L& = ' b1 + 0.20+2 * ( h1+ 0.20 ) * 1.414 = ' 0.35 + 0.20 + 2 * ( 0.55 0.20 ) 1.414 2.6$

#2 = L& * 0.40 * 0.20 = 2.6$1 * 0.40 * 0.20 = 0.21

# = #1 + #2 = 0.5625 + 0.21368 = 0.$8

D" Sa/#7a

a1 = ( 2*b2+2*h2 ) 2 * h2 = ( 2*0.35+2*0.55 ) 2*0.55 = 0.4!5

a2 = ( 2*b2+2*h2+0.40 ) 2 * (h2+0.10) = ( 2*0.35+2*0.55 + 0.40 ) 2*(0.55+ 0.10 ) 0.$15

a3 = 0.20 * 0.0$5 * 2 0.03

A1 = 0.$15 % 0.4!5 + 0.03 = 0.25

a1 = ( h2+ 0.20 ) ( " + 0.60 ) = ( 0.55 + 0.20 ) * ( 1 + 0.60 ) = 1.20

a2 = ( " + 0.20 ) * h2 = ( 1 + 0.20)* 0.55 = 0.66

A2 = 1.2 % 0.66 = 0.54

h2

"+0.20

0.20

0.20 0.20

b2+2h2 b2+2h2+0.30

h2+0.10h2

0.20

0.0$5

b2 + 0.10

h2b2

h1

"

0.20

0.20 0.20

b1+2h1 b1+2h1+0.30

h1+0.10h1

0.20

0.0$5

b1+0.10

b1

"+h12+1,60

h1

"+1,60

"+h22+p+1,80

"+p+1,80

h2+p


4/29


5/29

#1 = (A1 + A2 ) 2 * Lt2 = ( 0.25 + 0.54) 2 * 1.5 = 0.5!

L& = ' b2 + 0.20+2 * ( h2+ 0.20 ) * 1.414 = ' 0.35 + 0.20 + 2 * ( 0.55 0.20 ) 1.414 2.6$

#2 = L& * 0.40 * 0.20 = 2.6$1 * 0.40 * 0.20 = 0.21

# = #1 + #2 = 0.5!25 + 0.21368 = 0.81

S"#- A8A

a =("+0,40)*0,20 = (1+0,40)*0,20) = 0.28

L=1,00

#1 = a1*L = 0.28 * 1 = 0.28

S"#- A8A

a =("+0,60)*0,20 = (1+0,60)*0,20) = 0.32

L = Lp + 2p + 0,40 = 3.60

#1 = a1*L = 0.32 * 3.6 = 1.15

4.00 C-r"!- S#1'/"

4.)0 S-/a7- 9&)00 ;


6/29


7/29

D" Sa/#7a

a1 = ( 2*b2+2*h2 ) 2 * h2 = ( 2*0.35+2*0.55 ) 2*0.55 = 0.4!5

a2 = ( 2*b2+2*h2+0.40 ) 2 * (h2+0.10) = ( 2*0.35+2*0.55 + 0.40 ) 2*(0.55+ 0.10 ) 0.$2

a3 = 0.20 * 0.0$5 * 2 0.03

A1 = 0.$15 % 0.4!5 + 0.03 = 0.25

a1 = ( h2+ 0.20 ) ( " + 0.60 ) = ( 0.55 + 0.20 ) * ( 1 + 0.60 ) = 1.20

a2 = ( " + 0.20 ) * h2 = ( 1 + 0.20)* 0.55 = 0.66

A2 = 1.2 % 0.66 = 0.54

#1 = (A1 + A2 ) 2 * Lt2 = ( 0.25 + 0.54) 2 * 1.5 = 0.5!

L& = ' b2 + 0.20+2 * ( h2+ 0.20 ) * 1.414 = ' 0.35 + 0.20 + 2 * ( 0.55 0.20 ) 1.414 2.6$

#2 = L& * 0.40 * 0.20 = 2.6$1 * 0.40 * 0.20 = 0.21

# = #1 + #2 = 0.5!25 + 0.21368 = 0.81

?.00 C-r"!- Ar1a7- 9 & *)0 ;


8/29

#4 = ( a1 % a2 ) * (Lp + 0.20 + 2*p ) = (1.52 % 0.!) * (2.8+ 0.20+2*0.2 ) = 2.11

0.20


9/29

Ua$

a1 = ( 0,50 + 0,20 )2 * 0,30 0.105

#5 = a1 * ( "+ 0.60 ) = 0.105 * ( 1 + 0.60 ) = 0.1$

a1 = ( 2 * p + 0,40 ) 2 * p= ( 2 * 0.2 + 0,40 ) 2 * 0.2 = 0.08

#6 = a1 * ( " + 0,60 ) = 0.08 * ( 1 + 0,60 ) = 0.13

a1 = ( 0,50 + 0,20 )2 * 0,30 0.105

#$ = a1 * ( "+ 0.60 ) = 0.105 * ( 1 + 0.60 ) = 0.1$

Mr-$

a1 = ( + h1 % h2 + 1,0 ) 2 * ( + h1 % h2 ) = ( 1 + 0.55 % 0.55 + 1.0) 2 * ( 1 + 0.55 % 0.55 ) = 1.00

#$ = a1 * ( "+ 0.60 ) = 1 * ( 1 + 0.60 ) = 1.60

6.00 E-ra7- 7"$"-ra7- )?.6? 1*

Tra$##- 7" "!ra7a

A = 2*( h1 * Lt1 ) 2 = 2*(0.55 * 1.5 ) 2 = 0.83

Tra$##- 7" $a/#7a

A=2*( h2 * Lt2 ) 2 = 2*(0.55 * 1.5 ) 2 = 0.83

S"#- A8A

a = h1= 0.55

b = L = 1.00

A = 4 * a * b = 4 * 0.55 * 1 = 2.20

0,50

+h1%h2

+h1%h2+0,50

0,30

0,50

0,20

L="+0,60

0,20

p

2p+0,20

0,50

0,30

0,20

L="+0,60

0,60+h140.20 "

h1

0.20

0,60+h14

0.60 0.60

Lt1

h1

Lt2

h2


10/29

S"#- B8B

a = h2 + p = 0.$5

b = L = Lp + 2p + 0,40 = 3.60

A = 4 * a * b = 4 * 0.$5 * 3.6 10.80

Mr-

a1 = ( + h1 % h2 + 1,0 ) 2 * ( + h1 % h2 ) = ( 1 + 0.55 % 0.55 + 1.0) 2 * ( 1 + 0.55 % 0.55 ) = 1.00

>.00 A"r- 9 & 4*00 ;


11/29

L5 = " + 0,60 + 2h2 + 2p 3.10

5 = -5 * L5 * /38 = $ * 3.1 * 0.58 = 12.5!"+0,60

38h2+p


12/29

Lotual e Muros

S"#- A8A

a&etro 3=@

-6 = h1 0,25 + 1 = 0.55 0,25 + 1 = 3

L6 = 1.00

6 = 2 * -6 * L6 * /38 = 2 * 3 * 1 * 0.58 = 3.48

S"#- B8B

a&etro 3=@

-$ = (h2+p+0,20%r)0,25+1 = (0.55+0.2+0,20%0.04 )0,25+ 4

L$ = Lp + 2*p + 0,! % 3*r = 3.!8

$ =2* -$ * L$ * /38 = 2 * 4 * 3.!8 * 0.58 = 18.46$2

a&etro 3=@

-8 = (+h1%h2)0,25+1 = (1+0.55%0.55 )0,25+1 = 5

L8 = L& = ( + h1 % h2 + 0,60 ) 2 = 0.8

8 = 2*-8 * L8 * /38 = 2*5 * 0.8 * 0.58 = 4.64

a&etro 3=@

-! = (+h1%h2+0,60) (2*0,20) + 1 = (1+0.55%0.55+ 0,60) (2*0,20) + 1 = 5

L! = ( + h1 % h2 ) 2 = 0.5

! = 2*-! * L! * /38 = 2*5 * 0.5 * 0.58 = 2.!

a&etro 3=@

-5 = (1.20 ) 0,20 + 1 = 1.20 ) 0,20 + 1 = $

L5 = " + h1 1.55

5 = -5 * L5 * /38 = $ * 1.55 * 0.58 = 6.2!

1,00

38

Lp+2p+0,40%r 38

0,50%2r

0,30

+h1%h2+0,30

+h1%h2 L&L& = ( +h1%h2+0,60 )2

"

38h1

Seleccione un

diametro haciendo

clikc

Seleccione un

diametro haciendo

clikc

Seleccione un

diametro haciendo

clikc

Seleccione un

diametro haciendo

clikc

Seleccione un

diametro haciendo

clikc


13/29

@.00 R"//"- C-1'a!a7- *.6) 13

S"#- A8A

A = (1,20+0,25*h1)2*h1= 0.36$8125

L = 1.00

#1 =2* a1*L = 2*0.36$8125 0.$35625

S"#- B8B

A=(1,20+0,25*(h2+p))2*(h2 0.52

L = Lp + 2p + 0,40 = 3.60

#1 =2*a1*L= 2*0.5203125*3. 1.8$

.00 P#"7ra a$"!a7a "1-5#//a7a F9&)>? ;


14/29

)).00 S"//- A$a/!#- 4.@0 1/

)).)0 /traa

L = h1 + " + h1 = 0.55 + 1+ 0.55 = 2.10

)).*0 ala

L=2h2+2p+"+0,20=2*0.55+2*0.2+1+0,20= 2.$0

h1

"

h2+p

"+0,20


15/29

METRADOS

PROYECTO : SISTEMA MENOR DE RIEGOOBRA: CANAL LATERAL N 06

ESTRUCTURA : CAIDA VERTICALUBICACIN: KM. 00+??0

Cara!"r#$!#a$

% & 1.20B & 1.00L' & 2.!0' & 0.20() & 0.55(* & 0.65

) & 0.35

* & 0.40L!) & 1.50L!* & 1.50

r & 0.04 (recub. Muro losa)

).00 Tra,- R"'/a!"- 43.* 1*

a = 1,00 + Lt1 + 1,20 + Lp+2*p + 0,20 + Lt2 + 1,00 = 1,00+1.5+1,20+2.!+2*0.2+0,20+1.5+1,00 + 2,00 = 11.$0

b = 2 * h2 + b2 + 2 = 2 * 0.65 + 0.4 + 2,00 = 3.$0

A = a * b = 11.$ * 3.$ = 43.2!

*.00 E2aa#-"$ a 15#a )3.33 13

D" E!ra7a

a1 = ( 2*b1+2*h1 ) 2 * h1 = ( 2*0.35+2*0.55 ) 2*0.55 = 0.4!5

a2 =" * h1 = 1 * 0.55 = 0.55

#1 = (a1 + a2 ) 2 * Lt1 = ( 0.4!5 + 0.55) 2 * 1.5 = 0.$8

D" Sa/#7a

a1 = ( 2*b2+2*h2 ) 2 * h2 = ( 2*0.4+2*0.65 ) 2*0.65 = 0.6825

a2 = ( " + 0.20 ) * h2 = ( 1 + 0.20)* 0.55 = 0.$8

#1 = (A1 + A2 ) 2 * Lt2 = ( 0.6825 + 0.$8) 2 * 1.5 = 1.10

b1+2h1

h1

b1

h1

"

0.20

0.20 0.20

b2+2h2

h2

b2

h2

"+0.200.20 0.20

h1

h1

b1

h2

h2

b2"

LpLt1 Lt2


16/29

0.20


17/29

S"#- A8A

a1 = ( 2*"+0,5*h1+3,2 ) 2 * h1 = ( 2*1+0,5*0.55 +3,2) 2*0.55 = 1.5056

L=1,00

#1 = a1*L = 1.505625 * 1 = 1.505625

S"#- B8B

a1=(2*"+0,5*h2+2*p+3,6)2*(h2+p) =(2*1+0,5*0.65+2*0.2 +3,6)2*(0.65+2*0. 2.6!

L = Lp + 2p + 0,40 = 3.$0

#1 = a1*L = 2.688125 * 3.$ = !.!460625

3.00 E2aa#-"$ a 1a- 3.)3 13

D" E!ra7a

a1 = ( 2*b1+2*h1 ) 2 * h1 = ( 2*0.35+2*0.55 ) 2*0.55 = 0.4!5

a2 = ( 2*b1+2*h1+0.40 ) 2 * (h1+0.10) = ( 2*0.35+2*0.55 + 0.40 ) 2*(0.55+ 0.10 ) = 0.$2

a3 = 0.20 * 0.0$5 * 2 0.03

A1 = 0.$15 % 0.4!5 + 0.03 = 0.25

a1 = ( h1 + 0.20 ) ( " + 0.40 ) = ( 0.55 + 0.20 ) * ( 1 + 0.40 ) = 1.05

a2 = " * h1 = 1 * 0.55 = 0.55

A2 = 1.05 % 0.55 = 0.5

#1 = (A1 + A2 ) 2 * Lt1 = ( 0.25 + 0.5) 2 * 1.5 = 0.56

L& = ' b1 + 0.20+2 * ( h1+ 0.20 ) * 1.414 = ' 0.35 + 0.20 + 2 * ( 0.55 0.20 ) 1.414 2.6$

#2 = L& * 0.40 * 0.20 = 2.6$1 * 0.40 * 0.20 = 0.21

# = #1 + #2 = 0.5625 + 0.21368 = 0.$8

D" Sa/#7a

a1 = ( 2*b2+2*h2 ) 2 * h2 = ( 2*0.4+2*0.65 ) 2*0.65 = 0.6825

a2 = ( 2*b2+2*h2+0.40 ) 2 * (h2+0.10) = ( 2*0.4+2*0.65 + 0.40 ) 2*(0.65+ 0.10 ) = 0.!3$5

a3 = 0.20 * 0.0$5 * 2 0.03

A1 = 0.!3$5 % 0.6825 + 0.03 = 0.285

a1 = ( h2+ 0.20 ) ( " + 0.60 ) = ( 0.65 + 0.20 ) * ( 1 + 0.60 ) = 1.36

a2 = ( " + 0.20 ) * h2 = ( 1 + 0.20)* 0.55 = 0.$8

A2 = 1.36 % 0.$8 = 0.58

h2

"+0.20

0.20

0.20 0.20

b2+2h2 b2+2h2+0.30

h2+0.10h2

0.20

0.0$5

b2 + 0.10

h2b2

h1

"

0.20

0.20 0.20

b1+2h1 b1+2h1+0.30

h1+0.10h1

0.20

0.0$5

b1+0.10

b1

"+h12+1,60

h1

"+1,60

"+h22+p+1,80

"+p+1,80

h2+p


18/29


19/29

#1 = (A1 + A2 ) 2 * Lt2 = ( 0.285 + 0.58) 2 * 1.5 = 0.65

L& = ' b2 + 0.20+2 * ( h2+ 0.20 ) * 1.414 = ' 0.35 + 0.20 + 2 * ( 0.55 0.20 ) 1.414 3.00

#2 = L& * 0.40 * 0.20 = 3.0038 * 0.40 * 0.20 = 0.24

# = #1 + #2 = 0.648$5 + 0.240304 = 0.8!

S"#- A8A

a =("+0,40)*0,20 = (1+0,40)*0,20) = 0.28

L=1,00

#1 = a1*L = 0.28 * 1 = 0.28

S"#- A8A

a =("+0,60)*0,20 = (1+0,60)*0,20) = 0.32

L = Lp + 2p + 0,40 = 3.$0

#1 = a1*L = 0.32 * 3.$ = 1.18

4.00 C-r"!- S#1'/"

4.)0 S-/a7- 9&)00 ;? K 13

D" E!ra7a

a1 = ( 2*b1+2*h1 ) 2 * h1 = ( 2*0.35+2*0.55 ) 2*0.55 = 0.4!5

a2 = ( 2*b1+2*h1+0.40 ) 2 * (h1+0.10) = ( 2*0.35+2*0.55 + 0.40 ) 2*(0.55+ 0.10 ) = 0.$2

a3 = 0.20 * 0.0$5 * 2 0.03

A1 = 0.$15 % 0.4!5 + 0.03 = 0.25

a1 = ( h1 + 0.20 ) ( " + 0.40 ) = ( 0.55 + 0.20 ) * ( 1 + 0.40 ) = 1.05

a2 = " * h1 = 1 * 0.55 = 0.55

A2 = 1.05 % 0.55 = 0.50

#1 = (A1 + A2 ) 2 * Lt1 = ( 0.25 + 0.5) 2 * 1.5 = 0.56

L& = ' b1 + 0.20+2 * ( h1+ 0.20 ) * 1.414 = ' 0.35 + 0.20 + 2 * ( 0.55 0.20 ) 1.414 2.6$

#2 = L& * 0.40 * 0.20 = 2.6$1 * 0.40 * 0.20 = 0.21

# = #1 + #2 = 0.5625 + 0.21368 = 0.$8

h1

"

0.20

0.20 0.20

b1+2h1 b1+2h1+0.30

h1+0.10h1

0.20

0.0$5

b1+0.10

b1

0,20

"+0,40

0,20

"+0,60


20/29


21/29

D" Sa/#7a

a1 = ( 2*b2+2*h2 ) 2 * h2 = ( 2*0.4+2*0.65 ) 2*0.65 = 0.6825

a2 = ( 2*b2+2*h2+0.40 ) 2 * (h2+0.10) = ( 2*0.4+2*0.65 + 0.40 ) 2*(0.65+ 0.10 ) = 0.!4

a3 = 0.20 * 0.0$5 * 2 0.03

A1 = 0.!3$5 % 0.6825 + 0.03 = 0.285

a1 = ( h2+ 0.20 ) ( " + 0.60 ) = ( 0.65 + 0.20 ) * ( 1 + 0.60 ) = 1.36

a2 = ( " + 0.20 ) * h2 = ( 1 + 0.20)* 0.55 = 0.$8

A2 = 1.36 % 0.$8 = 0.58

#1 = (A1 + A2 ) 2 * Lt2 = ( 0.285 + 0.58) 2 * 1.5 = 0.65

L& = ' b2 + 0.20+2 * ( h2+ 0.20 ) * 1.414 = ' 0.35 + 0.20 + 2 * ( 0.55 0.20 ) 1.414 3.00

#2 = L& * 0.40 * 0.20 = 3.0038 * 0.40 * 0.20 = 0.24

# = #1 + #2 = 0.648$5 + 0.240304 = 0.8!

?.00 C-r"!- Ar1a7- 9 & *)0 ;


22/29

#4 = ( a1 % a2 ) * (Lp + 0.20 + 2*p ) = (1.68 % 1.02) * (2.!+ 0.20+2*0.2 ) = 2.31

0.20


23/29

Ua$

a1 = ( 0,50 + 0,20 )2 * 0,30 = 0.105

#5 = a1 * ( "+ 0.60 ) = 0.105 * ( 1 + 0.60 ) = 0.1$

a1 = ( 2 * p + 0,40 ) 2 * p= ( 2 * 0.2 + 0,40 ) 2 * 0.2 = 0.08

#6 = a1 * ( " + 0,60 ) = 0.08 * ( 1 + 0,60 ) = 0.13

a1 = ( 0,50 + 0,20 )2 * 0,30 = 0.105

#$ = a1 * ( "+ 0.60 ) = 0.105 * ( 1 + 0.60 ) = 0.1$

Mr-$

a1 = ( + h1 % h2 + 1,0 ) 2 * ( + h1 % h2 ) = ( 1.2 + 0.55 % 0.65 + 1.0) 2 * ( 1.2 + 0.55 % 0.65 ) = 1.16

#$ = a1 * ( "+ 0.60 ) = 1.155 * ( 1 + 0.60 ) = 1.85

6.00 E-ra7- 7"$"-ra7- )>.>4 1*

Tra$##- 7" "!ra7a

A = 2*( h1 * Lt1 ) 2 = 2*(0.55 * 1.5 ) 2 = 0.83

Tra$##- 7" $a/#7a

A=2*( h2 * Lt2 ) 2 = 2*(0.65 * 1.5 ) 2 = 0.!8

S"#- A8A

a = h1= 0.55

b = L = 1.00

A = 4 * a * b = 4 * 0.55 * 1 = 2.20

0,50

+h1%h2

+h1%h2+0,50

0,30

0,50

0,20

L="+0,60

0,20

p

2p+0,20

0,50

0,30

0,20

L="+0,60

0,60+h140.20 "

h1

0.20

0,60+h14

0.60 0.60

Lt1

h1

Lt2

h2


24/29

S"#- B8B

a = h2 + p = 0.85

b = L = Lp + 2p + 0,40 = 3.$0

A = 4 * a * b = 4 * 0.85 * 3.$ = 12.58

Mr-

a1 = ( + h1 % h2 + 1,0 ) 2 * ( + h1 % h2 ) = ( 1.2 + 0.55 % 0.65 + 1.0) 2 * ( 1.2 + 0.55 % 0.65 ) = 1.16

>.00 A"r- 9 & 4*00 ;


25/29

L5 = " + 0,60 + 2h2 + 2p 3.30

5 = -5 * L5 * /38 = 8 * 3.3 * 0.58 = 15.31"+0,60

38h2+p


26/29

Lotual e Muros

S"#- A8A

a&etro 3=@

-6 = h1 0,25 + 1 = 0.55 0,25 + 1 = 3

L6 = 1.00

6 = 2 * -6 * L6 * /38 = 2 * 3 * 1 * 0.58 = 3.48

S"#- B8B

a&etro 3=@

-$ = (h2+p+0,20%r)0,25+1 = (0.65+0.2+0,20%0.04 )0,25+1 5

L$ = Lp + 2*p + 0,! % 3*r = 4.08

$ =2* -$ * L$ * /38 = 2 * 5 * 4.08 * 0.58 = 23.664

a&etro 3=@

-8 = (+h1%h2)0,25+1 = (1.2+0.55%0.65 )0,25+1 = 5

L8 = L& = ( + h1 % h2 + 0,60 ) 2 = 0.85

8 = 2*-8 * L8 * /38 = 2*5 * 0.85 * 0.58 = 4.!3

a&etro 3=@

-! = (+h1%h2+0,60) (2*0,20) + 1 = (1.2+0.55%0.65+ 0,60) (2*0,20) + 1 = 5

L! = ( + h1 % h2 ) 2 = 0.55

! = 2*-! * L! * /38 = 2*5 * 0.55 * 0.58 = 3.1!

a&etro 3=@

-5 = (1.20 ) 0,20 + 1 = 1.20 ) 0,20 + 1 = $

L5 = " + h1 1.55

5 = -5 * L5 * /38 = $ * 1.55 * 0.58 = 6.2!

1,00

38

Lp+2p+0,40%r 38

0,50%2r

0,30

+h1%h2+0,30

+h1%h2 L&L& = ( +h1%h2+0,60 )2

"

38h1

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@.00 R"//"- C-1'a!a7- *.6 13

S"#- A8A

A = (1 ,20+0,25*h1)2*h1= 0.36$8125

L = 1.00

#1 =2* a1*L = 2*0.36$8125 * 0.$35625

S"#- B8B

A=(1,20+0,25*(h2+p))2*(h2+p 0.60

L = Lp + 2p + 0,40 = 3.$0

#1 =2*a1*L= 2*0.6003125*3.$ 2.22

.00 P#"7ra a$"!a7a "1-5#//a7a F9&)>? ;


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)).00 S"//- A$a/!#- ?.00 1/

)).)0 /traa

L = h1 + " + h1 = 0.55 + 1+ 0.55 = 2.10

)).*0 ala

L=2h2+2p+"+0,20=2*0.65+2*0.2+1+0,20= 2.!0

h1

"

h2+p

"+0,20


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SISTEMA MENOR DE RIEGO

IRRIGACION SAPOSOA

RESUMEN DE METRADOS DE CADA VERTICAL

CANAL LATERAL N 06

PARTIDAS

KM. 00+430 KM. 00+550 TOTALCOD DESCRIPCIN UND

ra9o : replateo &; 40.02 43.2! @3.3)

/?ua &@ 11.63 13.33 *4.6

/

olao e=2 Bc=100 Cc&2 &@ 0.43 0.45 0.@@

Docreto Bc = 1$5 Cc&2 &@ 1.58 1.6$ 3.*?

Docreto Bc = 210 Cc&2 &@ 5.01 5.46 )0.4>

/corao : esecorao &; 15.65 1$.$4 33.3

Acero E: = 4200 Cc&2 F 125.56 135.28 *60.@4

era asetaa : e&bo?ullaa &; 3.81 4.14 >.6

Gater stop 6 & 4.80 5.00 .@0

ello as>ltco & 4.80 5.00 .@0

Caida Vertical Tipica Saposoa

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