Download - 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
-
7/25/2019 Caida Vertical Tipica Saposoa
2/29
0.20
-
7/25/2019 Caida Vertical Tipica Saposoa
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$5
b1+0.10
b1
"+h12+1,60
h1
"+1,60
"+h22+p+1,80
"+p+1,80
h2+p
-
7/25/2019 Caida Vertical Tipica Saposoa
4/29
-
7/25/2019 Caida Vertical Tipica Saposoa
5/29
#1 = (A1 + A2 ) 2 * Lt2 = ( 0.25 + 0.54) 2 * 1.5 = 0.5!
L& = ' b2 + 0.20+2 * ( h2+ 0.20 ) * 1.414 = ' 0.35 + 0.20 + 2 * ( 0.55 0.20 ) 1.414 2.6$
#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 ;
-
7/25/2019 Caida Vertical Tipica Saposoa
6/29
-
7/25/2019 Caida Vertical Tipica Saposoa
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$1 * 0.40 * 0.20 = 0.21
# = #1 + #2 = 0.5!25 + 0.21368 = 0.81
?.00 C-r"!- Ar1a7- 9 & *)0 ;
-
7/25/2019 Caida Vertical Tipica Saposoa
8/29
#4 = ( a1 % a2 ) * (Lp + 0.20 + 2*p ) = (1.52 % 0.!) * (2.8+ 0.20+2*0.2 ) = 2.11
0.20
-
7/25/2019 Caida Vertical Tipica Saposoa
9/29
Ua$
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
-
7/25/2019 Caida Vertical Tipica Saposoa
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 ;
-
7/25/2019 Caida Vertical Tipica Saposoa
11/29
L5 = " + 0,60 + 2h2 + 2p 3.10
5 = -5 * L5 * /38 = $ * 3.1 * 0.58 = 12.5!"+0,60
38h2+p
-
7/25/2019 Caida Vertical Tipica Saposoa
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
-
7/25/2019 Caida Vertical Tipica Saposoa
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$"!a7a "1-5#//a7a F9&)>? ;
-
7/25/2019 Caida Vertical Tipica Saposoa
14/29
)).00 S"//- A$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.$0
h1
"
h2+p
"+0,20
-
7/25/2019 Caida Vertical Tipica Saposoa
15/29
METRADOS
PROYECTO : SISTEMA MENOR DE RIEGOOBRA: CANAL LATERAL N 06
ESTRUCTURA : CAIDA VERTICALUBICACIN: KM. 00+??0
Cara!"r#$!#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
-
7/25/2019 Caida Vertical Tipica Saposoa
16/29
0.20
-
7/25/2019 Caida Vertical Tipica Saposoa
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
-
7/25/2019 Caida Vertical Tipica Saposoa
18/29
-
7/25/2019 Caida Vertical Tipica Saposoa
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
-
7/25/2019 Caida Vertical Tipica Saposoa
20/29
-
7/25/2019 Caida Vertical Tipica Saposoa
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$5 + 0.240304 = 0.8!
?.00 C-r"!- Ar1a7- 9 & *)0 ;
-
7/25/2019 Caida Vertical Tipica Saposoa
22/29
#4 = ( a1 % a2 ) * (Lp + 0.20 + 2*p ) = (1.68 % 1.02) * (2.!+ 0.20+2*0.2 ) = 2.31
0.20
-
7/25/2019 Caida Vertical Tipica Saposoa
23/29
Ua$
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
-
7/25/2019 Caida Vertical Tipica Saposoa
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 ;
-
7/25/2019 Caida Vertical Tipica Saposoa
25/29
L5 = " + 0,60 + 2h2 + 2p 3.30
5 = -5 * L5 * /38 = 8 * 3.3 * 0.58 = 15.31"+0,60
38h2+p
-
7/25/2019 Caida Vertical Tipica Saposoa
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
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
-
7/25/2019 Caida Vertical Tipica Saposoa
27/29
@.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+p 0.60
L = Lp + 2p + 0,40 = 3.$0
#1 =2*a1*L= 2*0.6003125*3.$ 2.22
.00 P#"7ra a$"!a7a "1-5#//a7a F9&)>? ;
-
7/25/2019 Caida Vertical Tipica Saposoa
28/29
)).00 S"//- A$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
-
7/25/2019 Caida Vertical Tipica Saposoa
29/29
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