DISEÑO ESTRUCTURAL DE CANAL.xls

Características Hidráulicas de Canal

Progresiva De A 2+579.77 4+360 5+271.14 5+631.02 6+855.79 6+860.07 7+136.86 7+514.09 7+901.31

4+360 5+221.66 5+611.37 6+845.14 6+860.07 7+124.06 7+502.8 7+895.16 8+825.5

Base $

CARACTERISTICAS GEOMETRICAS Talud Tirante Altura Borde Libre Caudal Pendiente $ Total $ $* %s $%$

1.50 3.00 3.00 4.00 3.00 3.00 2.00 2.00 2.00

1.50 1.50 1.50 0.00 0.00 0.00 1.50 1.50 1.50

1.24 1.18 1.09 1.04 0.98 1.08 0.99 0.98 1.01

1.80 1.80 1.80 1.80 1.80 1.80 1.60 1.60 1.60

0.56 0.62 0.71 0.76 0.82 0.72 0.61 0.62 0.59

9.700 9.700 9.700 7.500 5.500 5.500 5.500 5.500 5.500

0.00200 0.00093 0.00127 0.00120 0.00157 0.00120 0.00108 0.00112 0.00100

n 0.015 0.015 0.015 0.015 0.015 0.015 0.015 0.015 0.015

CARACTERISTICAS HIDRAULICAS elo!idad Energ"a #o Area Peri$etro Es&e!"'i!a (roude Mo)ada Mo)ado 2.34 1.72 1.92 1.80 1.87 1.69 1.59 1.61 1.55

1.51 1.33 1.28 1.21 1.16 1.23 1.12 1.11 1.13

0.84 0.59 0.68 0.56 0.60 0.52 0.61 0.62 0.59

4.14 5.64 5.04 4.18 2.95 3.25 3.45 3.41 3.55

5.96 7.26 6.93 6.09 4.97 5.16 5.57 5.54 5.64

Radio 0.70 0.78 0.73 0.69 0.59 0.63 0.62 0.62 0.63

DISE+O ESTRUCTURAL CA#AL EL PUEBLO

DISEÑO ESTRUCTURAL TRAMO :

2+579.77 a 4+360

DISE+O DE CARAS LATERALES DIME#SIO#AMIE#TO

Altua E$%&$' (& la l'$a$ ) %a&(&$

!" (&" *" " )" T" /" " L" "

Talu( T,a-t& A-!' (& $'l&a $'l&a -ul' (& ,-l,-a,B- del talud L'-,tu( -ul' (& ,-l,-a,B- (&l t&&-'

1.8 0.1 1.8 1.5 1.24 6.9 1.500 33.69 3.24 0

N

# # # # # #  # 

a

CARACTER,STICAS DEL SUELO

T&tua ?&$' u-,ta,' (&l #at&,al $&' 0ngulo (& >,,B- ,-t&-a a%a,(a( (& aa (& t&&-'.

t" $ " " t"

1650 1650 # #33 33  1.5 1.5 # #22

CARGA ,A DEL TRA(ICO

Caa *15F44 Gu& re&resenta u- a#,B- '- dos &;&$ Caa &;& %'$t&-' " 1350 135000 Caa &;& (&la-t&' " 3 63 2 $'<&aa S& " 550 550 != " 0.29 CARACTER,STICAS DEL CO#CRETO C'-&t' ?&$' u-,ta,' (&l '-&t'

>= "  "

  # #22 #

175 175  #2 #2 2400 2400 # #33

CALCULO DEL EMPU-E DE TIERRAS HE E " 0.5 C&a Ύs * H *+2!=

C&a "{

C'$& α  S&- Hα F  J S&- H α + δ + J S&- H + δ S&- H F  S&- Hα F 

S&K- T&a!, T&a!, %aa >,-&$ %t,'$ H2  δ  23  C&a " E "

0.20 718. 718.26 26 

MOME#TO DE EMPU-E O MOMETO DE UELCO .Mv/ M@ " E    " ?u-t' (& a%l,a,B- (& la >u&a (& &#%u;& *² + 3*!=  " 3 H*+2!=

}²

δ "

19.15 

" M@"

3. 8 1 # 2738 2738.5 .544 F# F#

MOME#TO DEBIDO AL PESO O MOME#TO RESISTE#TE .Mr/

0.5. Ύ Ύ.(&.*²C'$α

M "

S&-2 α

1051 1051.3 .377  F #

Mr "

MOME#TO ACTUA#TE (I#AL .M/ M1 Mv 2 Mr

M"

1687 1687.1 .177  . # 0.38

Mr% Mv 1

DISE+O DE LA LOSA DE (O#DO

Dat'$: ?aa &l a-l,$,$ &$tutual $& '-$,(&a a la l'$a '#' u-a @,a $&#P &#%'ta(a El @al' (&l #'#-&t' (& u na v ,a ,a $&#, &#%'ta(a &$ta (a(' %' la $,u,&-t& >B#ula M"

QL ² 10 a

a

Q@ " Qt S&- α Qt" Q$&- α Q@ " Q S&-2 α

a

778.7991   3 .2 4 # 239.63  

Q " Ύc.(&.L .1 " L " *  S&- α " R1 " R2 " Q@ " C'#' ? " 2 R₁ ? " Q<₁

Caa t'tal

M " ? <₁ 10 - " >$ " > " ; "

Ύc.$&-α M" 0.2 *.<₁.(&. Ύc. M" 56.07 F#

?&alt& &>&t,@' (&<,(' al #'#&-t' >l&t'-a-t&

("

J

M <

"

5.70 #

E " 15000N E$ " 2E 2E+007  #2 ) " 4200  #2 &u &u<< " 3 # <" 100 117 <₁ " EE$" 1 0.4.>) " 1690 H>at,a a&' 0.45.>N" 78.75 H>at,a '- 0. 9 9 1F ₁3 "

 " 0.5 >.₁.; ₁=

1 >$ -.>

1+

8.70 #

(& "

"

1.73

"

0.04 10 # O

≤

C!&Gu&' %' 't&  "

 (& ; <

398  0.40 #2

"  "

a(# "0.29J>N" 3.84

 " a(#

O

at,a atua-t& H σ 

σat " σc "

6M H100 (&²

0.08 >N σ

act

"

3.36 #2

"

14.00 #2 " 

O

#2



4+360 a 5+221.66


Altua E$%&$' (& la l'$a$ ) %a&(&$

!" (&" *" " )" T" /" " L" "

Talu( T,a-t& A-!' (& $'l&a -ul' (& ,-l,-a,B- del talud L'-,tu( -ul' (& ,-l,-a,B- (&l t&&-'

1.80 0.1 1.80 1.5 1.18 8.4063 3.000 33.69 3.25 0

N

# # # # # #  # 

a



t" $ " " t"

1650 #3 33  1.5 #2


Caa *15F44 Gu& re&resenta u- a#,B- '- dos &;&$ Caa &;& %'$t&-' " 13500 Caa &;& (&la-t&' " 3632 $'<&aa S& " 550 != " 0.29 CARACTER,STICAS DEL CO#CRETO C'-&t' ?&$' u-,ta,' (&l '-&t'

>= "  "

  #2 #

175 #2 2400 #3


C&a "{

C'$& α  S&- Hα F  J S&- Hα + δ + J S&- H + δ S&- H F  S&- Hα F 

S&K- T&a!, %aa >,-&$ %t,'$ H2  δ  23  C&a " E "

0.20 719.73 

MOME#TO DE EMPU-E O MOMETO DE UELCO .Mv/ M@ " E    " ?u-t' (& a%l,a,B- (& la >u&a (& &#%u;&

}²

δ "

19.15 

 "

*² + 3*!= 3 H*+2!=

3.82 # 2751.93 F#

" M@"


0.5. Ύ.(&.*²C'$α

M "

S&-2 α

1053.82  F #

Mr "


M"

1698.10  . # 0.38

Mr% Mv 1


Dat'$: ?aa &l a-l,$,$ &$tutual $& '-$,(&a a la l'$a '#' u-a @,a $&#P &#%'ta(a El @al' (&l #'#-&t' (& u na v ,a $&#, &#%'ta(a &$ta (a(' %' la $,u,&-t& >B#ula M"

QL² 10 a

a

Q@ " Qt S&- α Qt" Q$&- α Q@ " Q S&- 2 α Q " Ύc.(&.L .1 " L " *  S&- α " R1 " R2 " Q@ " C'#' ? " 2 R₁ ? " Q<₁

a

779.7065  3.25 # 239.91  Caa t'tal

M " ? <₁ 10

M" 0.2 *.<₁.(&. Ύc.$&-α M" 56.14 F#

?&alt& &>&t,@' (&<,(' al #'#&-t' >l&t'-a-t&

- " >$ " > " ; "

E " 15000N E$ " 2E+007 #2 ) " 4200 #2 &u< " 3 # <" 100 117 <₁ " EE$" 1 0.4.>) " 1690 H>at,a a&' 0.45.>N" 78.75 H>at,a '- 0.99 1F ₁3 "

("

M <

J

 " 0.5 >.₁.; ₁=

1+

1 >$ -.> 8.70 #

(& "

"

5.70 #

"

1.73

"

0.04 10 # O

≤

C!&Gu&' %' 't&  "

 (& ; <

399  0.41 #2

"  "

a(# "0.29J>N" 3.84

 " a(#

O


σat " σc "

6M H100 (&²

0.08 >N σ

act

"

3.37 #2

"

14.00 #2 " 

O

#2



5+271.14 a 5+611.37


Altua E$%&$' (& la l'$a$ ) %a&(&$

!" (&" *" " )" T" /" " L" "


1.80 0.1 1.80 1.5 1.09 8.4 3.000 33.69 3.24 0

N

# # # # # #  # 

a



t" $ " " t"

1650 #3 33  1.5 #2



>= "  "

  #2 #

175 #2 2400 #3


C&a "{


S&K- T&a!, %aa >,-&$ %t,'$ H2  δ  23  C&a " E "

0.20 718.26 


}²

δ "

19.15 

 "

*² + 3*!= 3 H*+2!=

3.81 # 2738.54 F#

" M@"


0.5. Ύ.(&.*²C'$α

M "

S&-2 α

1051.37  F #

Mr "


M"

1687.17  . # 0.38

Mr% Mv 1



QL² 10 a

a


a

778.7991  3.24 # 239.63  Caa t'tal

M " ? <₁ 10

M" 0.2 *.<₁.(&. Ύc.$&-α M" 56.07 F#

?&alt& &>&t,@' (&<,(' al #'#&-t' >l&t'-a-t&

- " >$ " > " ; "


("

M <

J

 " 0.5 >.₁.; ₁=

1+

1 >$ -.> 8.70 #

(& "

"

5.70 #

"

1.73

"

0.04 10 # O

≤

C!&Gu&' %' 't&  "

 (& ; <

398  0.40 #2

"  "

a(# "0.29J>N" 3.84

 " a(#

O


σat " σc "

6M H100 (&²

0.08 >N σ

act

"

3.36 #2

"

14.00 #2 " 

O

#2



7+136.86 a 7+502.80


Altua E$%&$' (& la l'$a$ ) %a&(&$

!" (&" *" " )" T" /" " L" "


1.60 0.1 1.60 1.5 0.99 6.8 2.000 33.69 2.88 0

N

# # # # # #  # 

a



t" $ " " t"

1650 #3 33  1.5 #2



>= "  "

  #2 #

175 #2 2400 #3


C&a "{


S&K- T&a!, %aa >,-&$ %t,'$ H2  δ  23  C&a " E "

0.20 584.80 


}²

δ "

19.15 

 "

*² + 3*!= 3 H*+2!=

2.87 # 1679.42 F#

" M@"


0.5. Ύ.(&.*²C'$α

M "

S&-2 α

830.71  F #

Mr "


M"

848.70  . # 0.49

Mr% Mv 1



QL² 10 a

a


a

692.2658  2.88 # 213.01  Caa t'tal

M " ? <₁ 10

M" 0.2 *.<₁.(&. Ύc.$&-α M" 49.84 F#

?&alt& &>&t,@' (&<,(' al #'#&-t' >l&t'-a-t&

- " >$ " > " ; "


("

M <

J

 " 0.5 >.₁.; ₁=

1+

1 >$ -.> 8.37 #

(& "

"

5.37 #

"

1.73

"

0.04 10 # O

≤

C!&Gu&' %' 't&  "

 (& ; <

324  0.33 #2

"  "

a(# "0.29J>N" 3.84

 " a(#

O


σat " σc "

6M H100 (&²

0.08 >N σ

act

"

2.99 #2

"

14.00 #2 " 

O

#2



7+514.09 a 7+895.16


Altua E$%&$' (& la l'$a$ ) %a&(&$

!" (&" *" " )" T" /" " L" "


1.60 0.1 1.60 1.5 0.98 6.8 2.000 33.69 2.88 0

N

# # # # # #  # 

a



t" $ " " t"

1650 #3 33  1.5 #2



>= "  "

  #2 #

175 #2 2400 #3


C&a "{


S&K- T&a!, %aa >,-&$ %t,'$ H2  δ  23  C&a " E "

0.20 584.80 


}²

δ "

19.15 

 "

*² + 3*!= 3 H*+2!=

2.87 # 1679.42 F#

" M@"


0.5. Ύ.(&.*²C'$α

M "

S&-2 α

830.71  F #

Mr "


M"

848.70  . # 0.49

Mr% Mv 1



QL² 10 a

a


a

692.2658  2.88 # 213.01  Caa t'tal

M " ? <₁ 10

M" 0.2 *.<₁.(&. Ύc.$&-α M" 49.84 F#

?&alt& &>&t,@' (&<,(' al #'#&-t' >l&t'-a-t&

- " >$ " > " ; "


("

M <

J

 " 0.5 >.₁.; ₁=

1+

1 >$ -.> 8.37 #

(& "

"

5.37 #

"

1.73

"

0.04 10 # O

≤

C!&Gu&' %' 't&  "

 (& ; <

324  0.33 #2

"  "

a(# "0.29J>N" 3.84

 " a(#

O


σat " σc "

6M H100 (&²

0.08 >N σ

act

"

2.99 #2

"

14.00 #2 " 

O

#2



7+901.31 a 8+825.55


Altua E$%&$' (& la l'$a$ ) %a&(&$

!" (&" *" " )" T" /" " L" "


1.60 0.1 1.60 1.5 1.01 6.8 2.000 33.69 2.88 0

N

# # # # # #  # 

a



t" $ " " t"

1650 #3 33  1.5 #2



>= "  "

  #2 #

175 #2 2400 #3


C&a "{


S&K- T&a!, %aa >,-&$ %t,'$ H2  δ  23  C&a " E "

0.20 584.80 


}²

δ "

19.15 

 "

*² + 3*!= 3 H*+2!=

2.87 # 1679.42 F#

" M@"


0.5. Ύ.(&.*²C'$α

M "

S&-2 α

830.71  F #

Mr "


M"

848.70  . # 0.49

Mr% Mv 1



QL² 10 a

a


a

692.2658  2.88 # 213.01  Caa t'tal

M " ? <₁ 10

M" 0.2 *.<₁.(&. Ύc.$&-α M" 49.84 F#

?&alt& &>&t,@' (&<,(' al #'#&-t' >l&t'-a-t&

- " >$ " > " ; "


("

M <

J

 " 0.5 >.₁.; ₁=

1+

1 >$ -.> 8.37 #

(& "

"

5.37 #

"

1.73

"

0.04 10 # O

≤

C!&Gu&' %' 't&  "

 (& ; <

324  0.33 #2

"  "

a(# "0.29J>N" 3.84

 " a(#

O


σat " σc "

6M H100 (&²

0.08 >N σ

act

"

2.99 #2

"

14.00 #2 " 

O

#2

DISEÑO ESTRUCTURAL DE CANAL.xls

Recommend Documents