Ejercicios de Canales



Search



Home



Saved

114 views

1



Sign In

Upload

RELATED TITLES

0

Ejercicios de Canales Uploaded by Juan Royer TURPO CONDORI



Bestsellers



Books



Audiobooks Magazines



News



estructuras hidraulicas









Save

Embed

Share

Print

Metodo de Los Coeficientes Del

1

Download



of 19

 



Documents Sheet Music

CAIDAS Y RAPIDAS.pdf

EJERCICIOS RESUELTOS DE

 Search document



P=b + 2 y √ 1+ 2

2

EJERCICIOS DE CANALES PARA HIDRAULICA



Join

9. Sea un canal de sección trapecial, cnstruid en tierra, pr el cual se !uiere transprtar un "ast #$%&& #$%&&

m

3

's, la pendiente de la plantilla es

S 0 $&.&&&(, ) $ % *

n$ &%&. Deter)inar el anc+ de la plantilla  * el tirante nr)al

P=6.47 y Halland el radi Hidr/ulic

d n si- d$

b

R=

2

R=

A P 4 y

2

6.47 y

Sign up to vote on this title

R= 0.62 y



Useful

 Not useful

Entnces pr la ecuación de 2annin" del el caudal

()

Q= A∗

1

2

∗ R 3 ∗S 1/ 2







Home



Saved



Bestsellers



Books



Audiobooks



Magazines



News



Documents



Sheet Music



Upload

Sign In

Join



Search



Home



Saved

114 views

1



Upload

Sign In

RELATED TITLES

0




Bestsellers



Books






News



Documents












Save

Embed

Share

Print

Download



Join


1

of 19

 



 Search document



S 0 $ &.&&&&8 n$&.&%& <$%.7 $(&) ;$3.%& )'s.



Sheet Music

SOLUCION Calcula)s el /rea Hidr/ulica-

A = ( b + zy ) y

Sign up to vote on this title + 2.5 y 2  Not useful A = 40 y Useful







Home



Saved



Bestsellers



Books



Audiobooks



Magazines



News



Documents



Sheet Music



Upload

Sign In

Join



Search



Home



Saved

1

114 views



Sign In

Upload

Join

RELATED TITLES

0




Bestsellers



Books



Audiobooks










Save

Embed

Share

Print

Download



Magazines



News

40 y + 2.5 y 40 + 5.39 y

 




¿ ¿


1

of 19

 



 Search document

A = 250 m



2

Per sae)s pr la ecuación de /rea +idr/ulica !ue-

0.00008

¿ ¿ 2 6 =( 40 y ∗2.5 y ) ¿

A = by + y d

2

250= bd + 2.5 d

2

Calcula)s el per0)etr )1ad del canal

P=b + 2 y √ 1+ z

2

2

+ 2.5 y 40 y ¿ ¿ ¿5 / 3 ¿

Sign up to vote on this title 2 P=b + 2 y √ 1+ 2.5  Useful  Not useful P=b + 5.39 y

5.39 y 40

+¿

De la ecuación de 2annin" para el caudal







Home



Saved



Bestsellers



Books



Audiobooks



Magazines



News



Documents



Sheet Music



Upload

Sign In

Join



Search



Home



Saved

114 views

1



Sign In

Upload

RELATED TITLES

0




Bestsellers



Books






News












Save

Embed

Share

Print

Download



Join


1

of 19

 



 Search document



S$ &.&&&3 n$ &.&3



Documents

SluciónPr cndición de 2ai)a Eiciencia Hidraulica $%*



Sheet Music

Calcula)s el /rea Hidr/ulica-

A = by

Sign up to vote on this title A = 2 y ( y )=2 y  Useful  Not useful 2

Calcula)s el per0)etr )1ad

P=b + 2 y







Home



Saved



Bestsellers



Books



Audiobooks



Magazines



News



Documents



Sheet Music



Upload

Sign In

Join



Search



Home



Saved

1

114 views



Sign In

Upload

Join

RELATED TITLES

0




Bestsellers



Books



Audiobooks










Save

Embed

Share

Print

Magazines



News

2 y

∗

75 0.013



Sheet Music

/

 

10000

Entnces

b =2 ( 5.10 )

3

m /s

prun canaltrapecialcn elc

5n$&.&3(6 * talud )$&.%7.Calcular1

y =5.10

b =2 y



 Search document

1 2

=¿

a6 Calcule el anc+ de la plantilla , * el tirante nr)al pendienteln"itudinaldelcanal

-


3%.4 3% .4 Se deseatransprtar un "ast "ast #$3&&

¿ ¿

Documents

of 19


2

4 y




1

Download





6 Si $F.&) * cn la

S0

S0

calculada en el incis anterir, B!u "ast p

)/i)a eiciencia




Useful

d n para la secció

 Not useful







Home



Saved



Bestsellers



Books



Audiobooks



Magazines



News



Documents



Sheet Music



Upload

Sign In

Join



Search



Home



Saved

1

114 views



Sign In

Upload

RELATED TITLES

0




Bestsellers



Books






News

 












Save

Embed

Share

Print

Download



Join


1

of 19


 

 Search document

b =2 √ 1 + z 2− z y

Documents

b =2 √ 1 + 0.252−0.25 y

Sheet Music

b =1.562 y b =1.562 y … … … … … … … … … … … . ec . ( 1 ) A+ra +allare)s el /rea-

A = ( b + zy ) y

A = (1.562 y + 0.25 y ) y


R=

y 2



…………………………….ec. ( 3 )

Pr la ecuación de cntinuidad +allare)s el tirante•

Q= vA 100= 16 ( 1.812 y

2

)

√ to vote on this title Sign up y =

100

16 × 1.812

=1.857  Not useful  yUseful Ree)pla@-







Home



Saved



Bestsellers



Books



Audiobooks



Magazines



News



Documents



Sheet Music



Upload

Sign In

Join



Search



Home



Saved

1

114 views



Sign In

Upload

RELATED TITLES

0




Bestsellers



Books






News











Save

Embed

Share

Print


1

Q= A ×

() 1

n

2

× R3 × S

=6.249 ×

100



of 19

 



 Search document



b =2 √ 1 + 0.252−0.25 y

1 /2

b =1.562 y





Download



Join

0.2354

=S

S =0.2354 S =0.0554

(

1 0.014

)

2

× ( 0.9285 ) 3 × S

1/ 2

y =

1/ 2

y = 2

b 1.562 6 1.562

y =up 3.84to vote on this title Sign



Useful

A+ra +allare)s el /rea-

 Not useful

A = ( b + zy ) y







Home



Saved



Bestsellers



Books



Audiobooks



Magazines



News



Documents



Sheet Music



Upload

Sign In

Join



Search



Home



Saved

1

114 views



Sign In

Upload

RELATED TITLES

0




Bestsellers



Books






News









Save

Embed

Share

Print

•

 




estructuras hidraulicas Metodo de Los Coeficientes Del

1

Download



Join

Q= A ×

() 1

n

2

 



1 /2

12 m

(

1 0.014

)


 Search document




P=2 y + b

× R3 × S

Q=26.7264 × Q=694.

of 19


P=( 2 ) ( 2 ) + 4

2 3

× 1.920 × 0.0554

1 /2

P=8 

2

Pr la ecuación de 2annin"

Q= A

s

3.4 Un canal de sección rectan"ular cn reesti)ient de cncret de acaad nr)al tiene sección de )/i)a eiciencia * dee transprtar un "ast #$%&) 's cn un tirante nr)al dn$%.&), * n $ &.&3. Calcule a6 pendiente S& necesaria para tener las cndicines !ue se anuncian. 6 Si S&$&.&&3. $&.&&3. BCu/l es es el nue nue "ast, "ast, c6 Calcule Calcule el "ast "ast cn cn la pendiente ente !ue !ue se tu tu en el inc i ncis is a * cn un anc+ an c+ de plantilla $F.& )

() 1

n

2 1 /2

R R 3 S

Sign up to vote on this title 2/3

20

 1  *  8  * S = 8  Useful    Not useful  0.013   8   1/ 2



1

2/3

  8 







Home



Saved



Bestsellers



Books



Audiobooks



Magazines



News



Documents



Sheet Music



Upload

Sign In

Join



Search



Home



Saved

114 views

1



Sign In

Upload

Join

RELATED TITLES

0




Bestsellers



Books



Audiobooks










Save

Embed

Share

Print

Magazines



News

P=8 

 



1

Download





Pr la ecuación de 2annin" tene)s !ue el caudal es-

of 19

 





 Search document

()

Q= A∗

1

n

2

∗ R 3 ∗S 1/ 2

2/ 3

 1  *  8  Q = 8     0.013   8 

* 0.001

Q = 615.385 * 0.0011 / 2

⇒

Q=19.46 m 3 / s c6

2/3

 1  *  12      0.013   10 

1/ 2

Cuand Cuand se se tiene tiene  $ F.& F.& ), S $ &.&&3 &.&&3&7F &7F

Q = 12 * 

Q = 923.077 * (1.2)

2/3

1/ 2

* 0.001056

1/ 2

* 0.001056


Q= 45.62 m 3 / s



Useful

⇒



 Not useful

3(.4 3( .4Un Un can al recta re ctan" n"ula ula r ecaad en en tierra erradeetransprtar transprtarun caudal caudal! $7

pendiente del lec+ es &.&&37. BCu/l deer0a ser la prundidad para lu1





Home



Saved



Bestsellers



Books



Audiobooks



Magazines



News



Documents



Sheet Music



Upload

Sign In

Join



Search



Home



Saved

1

114 views



Upload

Sign In

RELATED TITLES

0




Bestsellers



Books






News









Save

Embed

Share

Print

A$35&.76



Documents



Halla)s el per0)etr )1ad

P$ 3  %5&.76 P$ % )% 

Q=

Utili
1 A R

n

2

R 3

1

of 19

 



 Search document



¿ ¿ 5 ¿

3

P$%*

Sheet Music


by

A$&.77)%






Download



Join

Q

2

1

3

2

S

¿ :eniend :eniend en cnsideración $%* b + 2 y ¿ ¿ ¿ ¿ ¿ Sign up to vote on this title



2 y

2

¿ ¿ ¿5

Useful

 Not useful







Home



Saved



Bestsellers



Books



Audiobooks



Magazines



News



Documents



Sheet Music



Upload

Sign In

Join



Search



Home



Saved

114 views

1



Upload

Sign In

RELATED TITLES

0




Bestsellers



Books






News



Documents












Save

Embed

Share

Print

Download



Join


1

of 19

 



 Search document



A = by 39. B#u r"i)en de lu1 unir)e currir/ en un canal cn esta sección transersal, si el canal se clca sre una pendiente de 3 en %&&& * tiene un n$&.&3=

A =( 4.8 )( 1.20 ) 2

A =5.76 m



Sheet Music

Halla)s el /rea % para la sección trian"ular-

A =

bh 2

Sign up to vote on this title ( 0.90 )( 0.90 )  Not useful A = Useful 2

A

0.405

2







Home



Saved



Bestsellers



Books



Audiobooks



Magazines



News



Documents



Sheet Music



Upload

Sign In

Join



Search



Home



Saved

114 views

1



Upload

Sign In

RELATED TITLES

0




Bestsellers



Books






News



Documents



Sheet Music












Save

Embed

Share

Print


1

Download



Join

A T =9.27 m

of 19

 



 Search document



2

Halla)s el per0)etr para esta sección-

0.90 + 0.90 + 3 + √ 0.90 0.90 + 0.90 + 1.20 P=1.20 + √ 0.90 2

2

2

2

P=7.95 m Halla)s el radi-

A R= P R=

Sign up to vote on this title Dats-



9.27

$ %.(&

7.95

*$ 3.8&

Useful

 Not useful







Home



Saved



Bestsellers



Books



Audiobooks



Magazines



News



Documents



Sheet Music



Upload

Sign In

Join



Search



Home



Saved

1

114 views



Sign In

Upload

Join

RELATED TITLES

0




Bestsellers



Books



Audiobooks










Save

Embed

Share

Print


1

Download



Magazines



News



x = d 2

+ ( b / 2) ⇒ x = 2

d 2

1

+ ( 4 / 3d ) ⇒ x = 2

4

of 19

13 3


 

A =

d 

2 13 3




 Search document

Documents P =





d

b∗d 2

2

→ A = ∗d

2

3


P=2 x

Sheet Music 


()

Q= A∗

1

n

x =

d 2

2

∗ R ∗S 3

5

=

3

d



2 13

2/ 3

 2 / 3d  1  *   *    0 012   2d 13 / 3   2

2

2

d 2

+ 1 ( 4 / 3d ) ⇒ x = 2

4


1/ 2

P =

2

+ ( b / 2) ⇒ x = Useful d

 Not useful

3

1/ 2

* 0.01










Home



Saved



Bestsellers



Books



Audiobooks



Magazines



News



Documents



Sheet Music



Upload

Sign In

Join



Search



Home



Saved

114 views

1



Sign In

Upload

Join

RELATED TITLES

0




Bestsellers



Books



Audiobooks










Save

Embed

Share

Print

Download



Magazines



News






1

of 19

 




 Search document

y =

Documents


√(

2

9m

2

2 0.303 )( 1.5)

y =2.57 m

Calcula)s 2



A = by + z y comotenemos areahidrauica !odemo

Sheet Music

2.57

¿ Sign¿ up to vote on this title 9 m = b ( 2.57 )+1.5 ¿  Useful  Not useful 9−3.86 b= 2

Dats2

A = 9 m

2.57







Home



Saved



Bestsellers



Books



Audiobooks



Magazines



News



Documents



Sheet Music



Upload

Sign In

Join



Search



Home



Saved

1

114 views



Sign In

Upload

Join

RELATED TITLES

0




Bestsellers



Books



Audiobooks










Save

Embed

Share

Print

Magazines



News

 



1

Download





of 19

 

Calcul del tirante nr)al-

y =

√

2tan

A θ 2




 Search document

P=b + 2 y √ 1+ z

2

… … … … … … … … … … … … .. ( 1)

+ cot θ


2

P=2 + 2 ( 2.57 ) √ 1+( 1.5 )

2

P =11.27 m

Halla)s-

tan

θ 2

=√ 1+ m2−m tan θ = √ 1 + ( 1.5 )2−1.5 tan θ =0.303 2

2

Calcula)s el radi +idr/ulic-

R=

C) sae)s !ue-

θ = ¿ 1.5 θ= ¿ z cot ¿ cot

¿

A PSign up to vote on this title

 R=

Useful

9m

2

11.27 m

 Not useful







Home



Saved



Bestsellers



Books



Audiobooks



Magazines



News



Documents



Sheet Music



Upload

Sign In

Join



Search



Home



Saved

114 views

1



Sign In

Upload

Join

RELATED TITLES

0




Bestsellers



Books



Audiobooks










Save

Embed

Share

Print

Download



Magazines



News



Documents




1

of 19

 





 Search document

A t =3.61 + 2.5 +3.61 A t =9.72 m

2

Halla)s el per0)etr



Sheet Music

3.8 + 1.9 + 1.0 + √ 3.8 3.8 + 1.9 P=√ 3.8 2

2

2

2

&.F 5%6

P=10.69


Halla)s el radi +idr/ulic



A R= P

Useful

 Not useful







Home



Saved



Bestsellers



Books



Audiobooks



Magazines



News



Documents



Sheet Music



Upload

Sign In

Join



Search



Home



Saved

114 views

1



Sign In

Upload

RELATED TITLES

0




Bestsellers



Books






News












Save

Embed

Share

Print

Download




1

of 19

 








 Search document

A $ 

Q=

L $3&&)



Join

1

2

0.011

1

2

y

( 2 y )( ) (0.009 ) 3

2

2

SOLUCIGN

Halla)s el Krea +idr/ulica-

A = by

$omosavemos $omosavemos dea maxima maxima e%isienci e%isiencia a hidrauic hidrauica a &ueb =2 y

1.2=

y

1 0.011

1.2 ( 0.011) 1

1

2

( 2 y 2)( )3 (0.009 )2 2

y

2

=( 2 y 2)( )3 2

(0.009 )2 Sign up to vote on this title A = 2 y ( y )

A = 2 y



2 Useful 2

0.139 ( 2 ) 3 =( 2 y

2 8

 Not useful 2

)( y )3







Home



Saved



Bestsellers



Books



Audiobooks



Magazines



News



Documents



Sheet Music



Upload

Sign In

Join



Search



Home



Saved

1

114 views



Upload

Sign In

RELATED TITLES

0




Bestsellers



Books






News









Save

Embed

Share

Print


1

Calcula)s el per0)etr )1ad-

P1=( 0.8754 ) + 2 ( 0.4377 ) → P1=1.7508 m



Documents




Download



Join

of 19

 



 Search document



%F.4 Calcular el "ast !ue pasa pr una canal principal * el aliiader de la  unir)e cn S$ &.&&&9 * d$%.7 ), talud 3-3.

BCu/l es la cantidad )0ni)a )a del )etal en )% 2



Sheet Music

La cantidad )0ni)a del )etal es-

¿ 0.3832 m

( P ) ( 100 m )

Reesti)ient$

1


¿ 1.7508 m ( 100 m )

 2

¿ 175.08 m

Dats-

Useful

 Not useful







Home



Saved



Bestsellers



Books



Audiobooks



Magazines



News



Documents



Sheet Music



Upload

Sign In

Join



Search



Home



Saved

114 views

1



Sign In

Upload

Join

RELATED TITLES

0




Bestsellers



Books



Audiobooks










Save

Embed

Share

Print


1

Download



Magazines



News



Documents





2

A 3=140.89 m −126.25 m

of 19

 





 Search document

2

2

1

1

Q= ( A )( R ) 3 ( S ) 2 n

A 3=14.64 Le resta)s al /rea

A2

2

* tene)s !ue

A 2=111.61 m

Q=

2

1 0.013

1

(252.5 m2 )( 3.131 m)3 ( 0.0009 )2

Sheet Music A T =252.5 m

3

2

Q=1247.08


Calcula)s el per0)etr )1ad-



P=b + 2 y √ 1+ z

2

P= 12 + 2 ( 7.30 ) √ 1 +( 1)

2

Useful

 Not useful

m s







Home



Saved



Bestsellers



Books



Audiobooks



Magazines



News



Documents



Sheet Music



Upload

Sign In

Join

Ejercicios de Canales

Recommend Documents