DISEÑO DE CAPTACION.xls

8/18/2019 DISEÑO DE CAPTACION.xls

1/62

DISEÑO HIDRAULICO Y DIMENSIONAMIENTO DE LA CAMARA DE CAPTACIONLOCALIDAD : YURACC CANCHA 02 CAPTACIONES

Qmax = 0.33 LpsQmd = 0.17 Lps

Pa a !" d#m!$s#%$am#!$&% d! "a 'ap&a'#($ !s $!'!sa #% '%$%'! !" 'a)da" m*x#m% d! "a +)!$&!, d! m%d%-)! !" d#*m!& % d! "%s % #+#'#%s d! !$& ada a "a '*ma a /m!da s!a s)+#'#!$&! pa a 'ap&a !s&! 'a)da" %

as&%. C%$%'#d% !" as&%, s! p)!d! d#s! a !" * !a d!" % #+#'#% !$ as! a )$a !"%'#dad d! !$& ada $% m)4a"&a 4 a" '%!+#'#!$&! d! '%$& a''#($ d! "%s % #+#'#%s.

1. Cálculo de la dista cia e t!e el "u to de a#lo!a$ie to % la cá$a!a &'$eda (L)

Es $!'!sa #% '%$%'! "a !"%'#dad d! pas! 4 "a p5 d#da d! 'a as% ! !" % #+#'#% d! sa"#da. E$ "a +# ) a 1 ap"#'a$d% "a !')a'#($d! 6! $%)""# !$& ! "%s p)$&%s 0 4 1.

819

D%$d!:% = A"&) a !$& ! !" a+"% am#!$&% 4 !" % #+#'#% d! !$& ada 8s! !'%m#!$da$ a"% !s

d! 0. a 0.;m9

2.2 m s

C%$s#d! a$d% "%s a"% !s d! P%,


2/62

DISEÑO HIDRAULICO Y DIMENSIONAMIENTO DE LA CAMARA DE CAPTACIONLOCALIDAD : YURACC CANCHA 02 CAPTACIONESEs&! a"% 'a"')"ad% !s ma4% -)! "a !"%'#dad m*x#ma !'%m!$dada d! 0. 0m s p% "% -)! s! as)m!pa a !" d#s! % )$a !"%'#dad d!:

0.;0 m s

@!d#a$&! "a !')a'#($ 839 4 "a !"%'#dad d! 0.;m s s! d!&! m#$a "a p5 d#da d! 'a a !$ !" % #+#'#%, !s)"&a$d%.

% = 0.020 m

% !s d!+#$#da '%m% "a 'a a $!'!sa #a s% ! !" % #+#'#% d! !$& ada -)! p! m#&! p %d)'# "a !"%'#dad d! pas!C%$ !" a"% d! % s! 'a"')"a !" a"% d! H+, m!d#a$&! "a s# )#!$&! !')a'#($:

..8 9 H+ = 0.3? m

H+ s! # * pa a d!&! m#$a "a d#s&a$'#a !$& ! !" a+"% am#!$&% 4 "a 'a a d! 'ap&a'#($ 8L9

..8;9

P% "% &a$&%: L = 1.27 m

*. A c&o de la "a talla (+)

Pa a d!&! m#$a !" a$' % d! "a pa$&a""a !s $!'!sa #% '%$%'! !" d#*m!& % 4 !" $/m! % d! % #+#'#%s -)!p! m# *$ +")# !" a )a d!sd! "a B%$a d! a+"% am#!$&% a'#a "a '*ma a /m!da.

2.1. Cálculo del diámetro de la tubería de entrada (D)

Pa a !" '*"')"% d!" d#*m!& % d! "a &) ! a d! !$& ada 8D9, s! )"#Ba$ "as s# )#!$&!s !')a'#%$!s:

8 9 879

D%$d!:,$a- as&% m*x#m% d! "a +)!$&! !$ Lps

/

0 A'!"! a'#($ a #&a'#%$a" 8>.?1m s29& Ca a s% ! !" % #+#'#% 8m9

D!sp! a$d% "a !')a'#($ 8 9 !" a"% d! A !s)"&a:

8?9

C%$s#d! a$d%:

Qmax = 0.33 Lps< = 0.;0 m s

Cd = 0.?0

S! !$!: A = ?.2;EG0 m2

E" d#*m!& % d!" % #+#'#% s! * d!+#$#d% m!d#a$&!:

8>9

P% "% &a$&%: D = 3.2 'mE-)# a"!:

D 1 1 2 P)"


3/62


2.2. Cálculo del número de orificios (NA)

S! !'%m#!$da )sa d#*m!& %s 8D9 m!$% !s % # )a"!s a 2 . S# s! % &) #! a$ d#*m!& %s ma4% !s s! *$!'!sa #% a)m!$&a !" $/m! % d! % #+#'#%s 8NA9, s#!$d%:

.8109

Pa a !" d#s! % as)m# !m%s )$ d#*m!& % d! 1 1 2

D = 1 1 2 P)"

Q)! s! * )"#Bad% pa a d!&! m#$a !" $/m! % d! % #+#'#%s 8NA9

NA = 2.00

E$&%$'!s s! as)m# * -)!:

NA = 3.00

2.3. Cálculo del ancho de la pantalla (b)

Pa a !" '*"')"% d!" a$' % d! "a pa$&a""a, s! as)m! -)! pa a )$a )!$a d#s& # )'#($ d!" a )a "%s % #+#'#%s s!d! !$ d! ) #'a '%m% s! m)!s& a !$ "a +# ) a 2

S#!$d%:D D#*m!& % d! "a &) ! a d! !$& ada+ A$' % d! "a pa$&a""a

C%$%'#d% !" $/m! % d! % #+#'#%s 4 !" d#*m!& % d! "a &) ! a d! !$& ada, s! 'a"')"a !" a$' % d! "a pa$&a""a 8 9m!d#a$&! "a s# )#!$&! !')a'#($:

. 8119

D%$d!:+ A$' % d! "a pa$&a""aD D#*m!& % d!" % #+#'#%

NA N/m! % d! % #+#'#%s

NA= Area del diámetro calc ladoArea del diámetro a! mido

+1

NA =( D1 D2 )2

+1

b= 2(6" )+NA " +3" (NA#1)


4/62


P% "% &a$&%: = ?0.01 'm

Pa a !" d#s! % as)m# !m%s )$a s!''#($ #$&! $a d! "a '*ma a /m!da d!:

L = 0.?0 m A = 0.?0 m

. Altu!a de la cá$a!a &'$eda (Ht)

E$ as! a "%s !"!m!$&%s #d!$+#'ad%s !$ "a +# ) a 3, "a a"&) a &%&a" d! "a '*ma a /m!da s! 'a"')"a m!d#a$&!"a s# )#!$&! !')a'#($:

.8129

D%$d!: A = S! '%$s#d! a )$a a"&) a m $#ma d! 10'm -)! p! m#&! "a s!d#m!$&a'#($ d! "a

* !a6 = S! '%$s#d! a "a m#&ad d!" d#*m!& % d! "a 'a$as""a d! sa"#daH = A"&) a d! a )aD = D!s$# !" m $#m% !$& ! !" $# !" d! #$ !s% d!" a )a d! a+"% am#!$&% 4 !" $# !" d!

a )a d! "a '*ma a /m!da 8m $#m% 3'm9E = 6% d! "# ! 8d! 10 a 30'm9

Pa a d!&! m#$a "a a"&) a d! "a 'ap&a'#($, !s $!'!sa #% '%$%'! "a 'a a !-)! #da pa a -)! !" as&% d! sa"#dad! "a 'ap&a'#($ p)!da +")# p% "a &) ! a d! '%$d)''#($. La 'a a !-)! #da !s d!&! m#$ada m!d#a$&! "a!')a'#($:

D%$d!: H = Ca a !-)! #da !$ m!& %s< =


5/62


6/62


S! !'%m#!$da -)! "a "%$ #&)d d! "a 'a$as""a 8L9 s!a ma4% a 3 D' 4 m!$% a D'

L = 7. 2 'mL = 1;.2 'm

P% "% &a$&% as)m# !m%s: L = 20.00 'm

A$' % d! "a a$) a = ;.00 mmLa % d! "a a$) a = 7.00 mm

D! ! d! ')mp"# -)!: . 8139

D%$d!: A& = F !a &%&a" d! a$) as A' = F !a d! "a &) ! a d! "a " $!a d! '%$d)''#($

E" * !a d! "a a$) a s! *: A = 3; mm2

E" * !a d! "a &) ! a d! "a " $!a d! '%$d)''#($ !s: A' = ;.0 71EG0 m2

P% "% &a$&% !" * !a &%&a" d! "as a$) as !s # )a" a: A& = 1.013 EG03 m2

E$&%$'!s !" $/m! % d! a$) as !s)"&a: NJ d! a$. = 2>

2. Re+ose % li$"ie3a

E$ "a &) ! a d! ! %s! 4 "#mp#!Ba s! !'%m#!$da$ p!$d#!$&!s d! 1 a 1.;K 4 '%$s#d! a$d% !" 'a)da" m*x#m%d! a+% %, s! d!&! m#$a !" d#*m!& % m!d#a$&! "a !')a'#($ d! HaB!$ 4 #""#ams 8pa a C=1 09E" ! %s! s! #$s&a"a d# !'&am!$&! a "a &) ! a d! "#mp#a 4 pa a !a"#Ba "a "#mp#!Ba 4 ! a')a !" a )a d! "a '*Gma a /m!da, s! "! a$&a "a &) ! a d! ! %s!. La &) ! a d! ! %s! 4 "#mp#a !$!$ !" m#sm% d#*m!& % 4 s!

'a"')"a$ m!d#a$&! "a s# )#!$&! !')a'#($:

.81 9

D%$d!:D = D#*m!& % !$ p)" adasQ = as&% m*x#m% d! "a +)!$&! !$ Lps

+ = P5 d#da d! 'a a )$#&a #a !$ m m

P% "% &a$&%: D = 1.13 p)"

E$&%$'!s &%ma !m%s: D = 2.00 p)"

E" d#*m!& % d!" '%$% d! ! %s! !s: D '%$% ! = .00 p)"

At= 2 Ac

D= 0 . $1 x %0.3&

hf 0.21


7/62

DISEÑO HIDRAULICO Y DIMENSIONAMIENTO DE LA CAMARA DE CAPTACIONLOCALIDAD : PACO6A@6A 02 CAPTACIONES

Qmax = 0. 0 LpsQmd = 0.20 Lps





819


d! 0. a 0.;m9

2.2 m s

Es&! a"% 'a"')"ad% !s ma4% -)! "a !"%'#dad m*x#ma !'%m!$dada d! 0. 0m s p% "% -)! s! as)m!pa a !" d#s! % )$a !"%'#dad d!:

C%$s#d! a$d% "%s a"% !s d! P%,


8/62


0.;0 m s


% = 0.020 m


..8 9 H+ = 0.3? m


..8;9

P% "% &a$&%: L = 1.27 m*. A c&o de la "a talla (+)




8 9 879

D%$d!:,$a- as&% m*x#m% d! "a +)!$&! !$ Lps

/

0 A'!"! a'#($ a #&a'#%$a" 8>.?1m s29& Ca a s% ! !" % #+#'#% 8m9

D!sp! a$d% "a !')a'#($ 8 9 !" a"% d! A !s)"&a:

8?9

C%$s#d! a$d%:Qmax = 0. 0 Lps

< = 0.;0 m sCd = 0.?0

S! !$!: A = 1.00EG03 m2

E" d#*m!& % d!" % #+#'#% s! * d!+#$#d% m!d#a$&!:

8>9

P% "% &a$&%:


9/62


D = 3.;7 'mE-)# a"!:

D = 1 1 2 P)"



.8109

Pa a !" d#s! % as)m# !m%s )$ d#*m!& % d! 1 1 2

D = 1 1 2 P)"


NA = 2.00

E$&%$'!s s! as)m# * -)!:

NA = 3.00





. 8119


+1

NA =( D1 D2 )2

+1

b= 2(6" )+NA " +3" (NA#1)


10/62


D%$d!:+ A$' % d! "a pa$&a""a

D D#*m!& % d!" % #+#'#%NA N/m! % d! % #+#'#%s

P% "% &a$&%: = ?0.01 'm


L = 0.?0 m A = 0.?0 m



.8129





b= 2(6" )+NA " +3" (NA#1)

Ht = A + B + H + D + E


11/62


D%$d!: H = Ca a !-)! #da !$ m!& %s< = .?1m s29

T%ma !m%s:Qmd = 0.20 Lps

E$&%$'!s:H = 1.2 'm

Pa a +a'#"#&a !" pas% d!" a )a s! &%ma *: H = 30.00 'm

P% "% &a$&% "a a"&) a d! "a '*ma a /m!da s! *: H& = 7>.; 'm

Pa a !" d#s! % '%$s#d! a !m%s )$a a"&) a d!: H& = 0.?0 m

2. Di$e sio a$ie to de la ca astilla

Pa a !" d#m!$s#%$am#!$&% s! '%$s#d! a -)! !" d#*m!& % d! "a 'a$as""a d! ! s! d%s !'!s !" d#*m!& % d! "a&) ! a d! sa"#da a "a " $!a d! '%$d)''#($ 8D'9 8

D' = 1 p)"

H = 1.56 V 2

2g

H = 1.56 Q md2

2gA 2


12/62


P% "% &a$&% !" d#*m!& % d! "a 'a$as""a s! *:

D'a$as""a = 2.0 p)"


L = 7. 2 'mL = 1;.2 'm

P% "% &a$&% as)m# !m%s: L = 20.00 'm


D! ! d! ')mp"# -)!: . 8139


E" * !a d! "a a$) a s! *: A = 3; mm2



E$&%$'!s !" $/m! % d! a$) as !s)"&a: NJ d! a$. = 2>


E$ "a &) ! a d! ! %s! 4 "#mp#!Ba s! !'%m#!$da$ p!$d#!$&!s d! 1 a 1.;K 4 '%$s#d! a$d% !" 'a)da" m*x#m%d! a+% %, s! d!&! m#$a !" d#*m!& % m!d#a$&! "a !')a'#($ d! HaB!$ 4 #""#ams 8pa a C=1 09E" ! %s! s! #$s&a"a d# !'&am!$&! a "a &) ! a d! "#mp#a 4 pa a !a"#Ba "a "#mp#!Ba 4 ! a')a !" a )a d! "a '*Gma a /m!da, s! "! a$&a "a &) ! a d! ! %s!. La &) ! a d! ! %s! 4 "#mp#a !$!$ !" m#sm% d#*m!& % 4 s!'a"')"a$ m!d#a$&! "a s# )#!$&! !')a'#($:

.81 9


+ = P5 d#da d! 'a a )$#&a #a !$ m mP% "% &a$&%: D = 1.21 p)"

E$&%$'!s &%ma !m%s: D = 2.00 p)"

E" d#*m!& % d!" '%$% d! ! %s! !s: D '%$% ! = .00 p)"

At= 2 Ac

D= 0.$1 x %0.3&

hf 0.21


13/62

DISEÑO HIDRAULICO Y DIMENSIONAMIENTO DE LA CAMARA DE CAPTACIONLOCALIDAD : PACO6A@6A

Qmax = 0.1 LpsQmd = 0.0? Lps





819


d! 0. a 0.;m9

2.2 m s


C%$s#d! a$d% "%s a"% !s d! P%,


14/62


0.;0 m s


% = 0.020 m


..8 9 H+ = 0.3? m


..8;9





8 9 879

D%$d!:,$a- as&% m*x#m% d! "a +)!$&! !$ Lps

/

0 A'!"! a'#($ a #&a'#%$a" 8>.?1m s29& Ca a s% ! !" % #+#'#% 8m9

D!sp! a$d% "a !')a'#($ 8 9 !" a"% d! A !s)"&a:

8?9

C%$s#d! a$d%:Qmax = 0.1 Lps

< = 0.;0 m sCd = 0.?0

S! !$!: A = .00EG0 m2

E" d#*m!& % d!" % #+#'#% s! * d!+#$#d% m!d#a$&!:

8>9

P% "% &a$&%:


15/62


D = 2.2 'mE-)# a"!:

D = 1 P)"



.8109

Pa a !" d#s! % as)m# !m%s )$ d#*m!& % d! 1 1 2

D = 1 1 2 P)"


NA = 1.

E$&%$'!s s! as)m# * -)!:

NA = 3.00





. 8119


+1

NA =( D1 D2 )2

+1

b= 2(6" )+NA " +3" (NA#1)


16/62


D%$d!:+ A$' % d! "a pa$&a""a

D D#*m!& % d!" % #+#'#%NA N/m! % d! % #+#'#%s

P% "% &a$&%: = ?0.01 'm


L = 0.?0 m A = 0.?0 m



.8129





b= 2(6" )+NA " +3" (NA#1)

Ht = A + B + H + D + E


17/62


D%$d!: H = Ca a !-)! #da !$ m!& %s< = .?1m s29

T%ma !m%s:Qmd = 0.0? Lps

E$&%$'!s:H = 0.20 'm






D' = 1 p)"

H = 1.56 V 2

2g

H = 1.56 Q md2

2gA 2


18/62


P% "% &a$&% !" d#*m!& % d! "a 'a$as""a s! *:

D'a$as""a = 2.0 p)"


L = 7. 2 'mL = 1;.2 'm

P% "% &a$&% as)m# !m%s: L = 20.00 'm


D! ! d! ')mp"# -)!: . 8139


E" * !a d! "a a$) a s! *: A = 3; mm2



E$&%$'!s !" $/m! % d! a$) as !s)"&a: NJ d! a$. = 2>



.81 9


+ = P5 d#da d! 'a a )$#&a #a !$ m mP% "% &a$&%: D = 0.?; p)"

E$&%$'!s &%ma !m%s: D = 2.00 p)"

E" d#*m!& % d!" '%$% d! ! %s! !s: D '%$% ! = .00 p)"

At= 2 Ac

D= 0.$1 x %0.3&

hf 0.21


19/62

DISEÑO HIDRAULICO Y DIMENSIONAMIENTO DE LA CAMARA DE CAPTACIONLOCALIDAD : @AYA6A@6A 02 CAPTACIONES

Qmax = 0. ; LpsQmd = 0.33 Lps 0.1 2;





819


d! 0. a 0.;m9

2.2 m s


C%$s#d! a$d% "%s a"% !s d! P%,


20/62


0.;0 m s


% = 0.020 m


..8 9 H+ = 0.3? m


..8;9





8 9 879

D%$d!:,$a- as&% m*x#m% d! "a +)!$&! !$ Lps

/

0 A'!"! a'#($ a #&a'#%$a" 8>.?1m s29& Ca a s% ! !" % #+#'#% 8m9

D!sp! a$d% "a !')a'#($ 8 9 !" a"% d! A !s)"&a:

8?9

C%$s#d! a$d%:Qmax = 0. ; Lps

< = 0.;0 m sCd = 0.?0

S! !$!: A = 1. 3EG03 m2

E" d#*m!& % d!" % #+#'#% s! * d!+#$#d% m!d#a$&!:

8>9

P% "% &a$&%:


21/62


D = .;; 'mE-)# a"!:

D = 2 P)"



.8109

Pa a !" d#s! % as)m# !m%s )$ d#*m!& % d! 1 1 2

D = 1 1 2 P)"


NA = 2.7?

E$&%$'!s s! as)m# * -)!:

NA = 3.00






+1

NA =( D1 D2 )2

+1

b= 2(6" )+NA " +3" (NA#1)


22/62


. 8119

D%$d!:

+ A$' % d! "a pa$&a""aD D#*m!& % d!" % #+#'#%NA N/m! % d! % #+#'#%s

P% "% &a$&%: = ?0.01 'm


L = 0.?0 m A = 0.?0 m



.8129




Pa a d!&! m#$a "a a"&) a d! "a 'ap&a'#($, !s $!'!sa #% '%$%'! "a 'a a !-)! #da pa a -)! !" as&% d! sa"#dad! "a 'ap&a'#($ p)!da +")# p% "a &) ! a d! '%$d)''#($. La 'a a !-)! #da !s d!&! m#$ada m!d#a$&! "a

b= 2(6" )+NA " +3" (NA#1)

Ht = A + B + H + D + E


23/62

DISEÑO HIDRAULICO Y DIMENSIONAMIENTO DE LA CAMARA DE CAPTACIONLOCALIDAD : @AYA6A@6A 02 CAPTACIONES!')a'#($:

D%$d!: H = Ca a !-)! #da !$ m!& %s

< = .?1m s29


E$&%$'!s:H = 3.27 'm






H = 1.56 V 2

2g

H = 1.56Q

md2

2gA 2


24/62


D' = 1 p)"

P% "% &a$&% !" d#*m!& % d! "a 'a$as""a s! *:

D'a$as""a = 2.0 p)"


L = 7. 2 'mL = 1;.2 'm

P% "% &a$&% as)m# !m%s: L = 20.00 'm


D! ! d! ')mp"# -)!: . 8139


E" * !a d! "a a$) a s! *: A = 3; mm2



E$&%$'!s !" $/m! % d! a$) as !s)"&a: NJ d! a$. = 2>



.81 9

D%$d!:D = D#*m!& % !$ p)" adas

Q = as&% m*x#m% d! "a +)!$&! !$ Lps+ = P5 d#da d! 'a a )$#&a #a !$ m m

P% "% &a$&%: D = 1. p)"

E$&%$'!s &%ma !m%s: D = 2.00 p)"

E" d#*m!& % d!" '%$% d! ! %s! !s: D '%$% ! = .00 p)"

At= 2 Ac

D= 0.$1 x %0.3&

hf 0.21


25/62

DISEÑO HIDRAULICO Y DIMENSIONAMIENTO DE LA CAMARA DE CAPTACIONLOCALIDAD : PATAPATA

Qmax = 0.;? LpsQmd = 0.2> Lps





819


d! 0. a 0.;m9

2.2 m s


C%$s#d! a$d% "%s a"% !s d! P%,


26/62


0.;0 m s


% = 0.020 m


..8 9 H+ = 0.3? m


..8;9





8 9 879

D%$d!:,$a- as&% m*x#m% d! "a +)!$&! !$ Lps

/

0 A'!"! a'#($ a #&a'#%$a" 8>.?1m s29& Ca a s% ! !" % #+#'#% 8m9

D!sp! a$d% "a !')a'#($ 8 9 !" a"% d! A !s)"&a:

8?9

C%$s#d! a$d%:Qmax = 0.;? Lps

< = 0.;0 m sCd = 0.?0

S! !$!: A = 1. ;EG03 m2

E" d#*m!& % d!" % #+#'#% s! * d!+#$#d% m!d#a$&!:

8>9

P% "% &a$&%:


27/62


D = .30 'mE-)# a"!:

D = 2 P)"



.8109

Pa a !" d#s! % as)m# !m%s )$ d#*m!& % d! 1 1 2

D = 1 1 2 P)"


NA = 2.7?

E$&%$'!s s! as)m# * -)!:

NA = 3.00





. 8119


+1

NA =( D1 D2 )2

+1

b= 2(6" )+NA " +3" (NA#1)


28/62


D%$d!:+ A$' % d! "a pa$&a""a

D D#*m!& % d!" % #+#'#%NA N/m! % d! % #+#'#%s

P% "% &a$&%: = ?0.01 'm


L = 0.?0 m A = 0.?0 m



.8129





b= 2(6" )+NA " +3" (NA#1)

Ht = A + B + H + D + E


29/62


D%$d!: H = Ca a !-)! #da !$ m!& %s< = .?1m s29

T%ma !m%s:Qmd = 0.2> Lps

E$&%$'!s:H = 2.7? 'm


P% "% &a$&% "a a"&) a d! "a '*ma a /m!da s! *: H& = 77.;0 'm




D' = 1 p)"

H = 1.56 V 2

2g

H = 1.56 Q md2

2gA 2


30/62


P% "% &a$&% !" d#*m!& % d! "a 'a$as""a s! *:

D'a$as""a = 2.0 p)"


L = 7. 2 'mL = 1;.2 'm

P% "% &a$&% as)m# !m%s: L = 20.00 'm


D! ! d! ')mp"# -)!: . 8139


E" * !a d! "a a$) a s! *: A = 3; mm2



E$&%$'!s !" $/m! % d! a$) as !s)"&a: NJ d! a$. = 2>



.81 9


+ = P5 d#da d! 'a a )$#&a #a !$ m mP% "% &a$&%: D = 1.3> p)"

E$&%$'!s &%ma !m%s: D = 2.00 p)"

E" d#*m!& % d!" '%$% d! ! %s! !s: D '%$% ! = .00 p)"

At= 2 Ac

D= 0.$1 x %0.3&

hf 0.21


31/62

DISEÑO HIDRAULICO Y DIMENSIONAMIENTO DE LA CAMARA DE CAPTACIONLOCALIDAD : OROYA 02 CAPTACIONES

Qmax = 0.1 0 LpsQmd = 0.0?0 Lps





819


d! 0. a 0.;m9

2.2 m s


C%$s#d! a$d% "%s a"% !s d! P%,


32/62


0.;0 m s


% = 0.020 m


..8 9 H+ = 0.3? m


..8;9





8 9 879

D%$d!:,$a- as&% m*x#m% d! "a +)!$&! !$ Lps

/

0 A'!"! a'#($ a #&a'#%$a" 8>.?1m s29& Ca a s% ! !" % #+#'#% 8m9

D!sp! a$d% "a !')a'#($ 8 9 !" a"% d! A !s)"&a:

8?9


< = 0.;0 m sCd = 0.?0

S! !$!: A = .00EG0 m2

E" d#*m!& % d!" % #+#'#% s! * d!+#$#d% m!d#a$&!:

8>9

P% "% &a$&%:


33/62


D = 2.2 'mE-)# a"!:

D = 1 1 2 P)"



.8109

Pa a !" d#s! % as)m# !m%s )$ d#*m!& % d! 1 1 2

D = 1 1 2 P)"


NA = 2.00

E$&%$'!s s! as)m# * -)!:

NA = 3.00





. 8119


+1

NA =( D1 D2 )2

+1

b= 2(6" )+NA " +3" (NA#1)


34/62


D%$d!:+ A$' % d! "a pa$&a""a

D D#*m!& % d!" % #+#'#%NA N/m! % d! % #+#'#%s

P% "% &a$&%: = ?0.01 'm


L = 0.?0 m A = 0.?0 m



.8129





b= 2(6" )+NA " +3" (NA#1)

Ht = A + B + H + D + E


35/62


D%$d!: H = Ca a !-)! #da !$ m!& %s< = .?1m s29

T%ma !m%s:Qmd = 0.0? Lps

E$&%$'!s:H = 0.20 'm






D' = 1 p)"

H = 1.56 V 2

2g

H = 1.56 Q md2

2gA 2


36/62


P% "% &a$&% !" d#*m!& % d! "a 'a$as""a s! *:

D'a$as""a = 2.0 p)"


L = 7. 2 'mL = 1;.2 'm

P% "% &a$&% as)m# !m%s: L = 1;.00 'm


D! ! d! ')mp"# -)!: . 8139


E" * !a d! "a a$) a s! *: A = 3; mm2



E$&%$'!s !" $/m! % d! a$) as !s)"&a: NJ d! a$. = 2>



.81 9


+ = P5 d#da d! 'a a )$#&a #a !$ m mP% "% &a$&%: D = 0.?; p)"

E$&%$'!s &%ma !m%s: D = 2.00 p)"

E" d#*m!& % d!" '%$% d! ! %s! !s: D '%$% ! = .00 p)"

At= 2 Ac

D= 0.$1 x %0.3&

hf 0.21


37/62

DISEÑO HIDRAULICO Y DIMENSIONAMIENTO DE LA CAMARA DE CAPTACIONLOCALIDAD : RI@AY@ARCA

Qmax = 0.;2 LpsQmd = 0.2 Lps





819


d! 0. a 0.;m9

2.2 m s


C%$s#d! a$d% "%s a"% !s d! P%,


38/62


0.;0 m s


% = 0.020 m


..8 9 H+ = 0.3? m


..8;9





8 9 879

D%$d!:,$a- as&% m*x#m% d! "a +)!$&! !$ Lps

/

0 A'!"! a'#($ a #&a'#%$a" 8>.?1m s29& Ca a s% ! !" % #+#'#% 8m9

D!sp! a$d% "a !')a'#($ 8 9 !" a"% d! A !s)"&a:

8?9

C%$s#d! a$d%:Qmax = 0.;2 Lps

< = 0.;0 m sCd = 0.?0

S! !$!: A = 1.30EG03 m2

E" d#*m!& % d!" % #+#'#% s! * d!+#$#d% m!d#a$&!:

8>9

P% "% &a$&%:


39/62


D = .07 'mE-)# a"!:

D = 2 P)"



.8109

Pa a !" d#s! % as)m# !m%s )$ d#*m!& % d! 1 1 2

D = 1 1 2 P)"


NA = 2.7?

E$&%$'!s s! as)m# * -)!:

NA = 3.00





. 8119


+1

NA =( D1 D2 )2

+1

b= 2(6" )+NA " +3" (NA#1)


40/62


D%$d!:+ A$' % d! "a pa$&a""a

D D#*m!& % d!" % #+#'#%NA N/m! % d! % #+#'#%s

P% "% &a$&%: = ?0.01 'm


L = 0.?0 m A = 0.?0 m



.8129





b= 2(6" )+NA " +3" (NA#1)

Ht = A + B + H + D + E


41/62


D%$d!: H = Ca a !-)! #da !$ m!& %s< = .?1m s29


E$&%$'!s:H = 2.23 'm


P% "% &a$&% "a a"&) a d! "a '*ma a /m!da s! *: H& = 7>.;0 'm




D' = 1 p)"

H = 1.56 V 2

2g

H = 1.56 Q md2

2gA 2


42/62


P% "% &a$&% !" d#*m!& % d! "a 'a$as""a s! *:

D'a$as""a = 2.0 p)"


L = 7. 2 'mL = 1;.2 'm

P% "% &a$&% as)m# !m%s: L = 20.00 'm


D! ! d! ')mp"# -)!: . 8139


E" * !a d! "a a$) a s! *: A = 3; mm2



E$&%$'!s !" $/m! % d! a$) as !s)"&a: NJ d! a$. = 2>



.81 9



E$&%$'!s &%ma !m%s: D = 2.00 p)"

E" d#*m!& % d!" '%$% d! ! %s! !s: D '%$% ! = .00 p)"

At= 2 Ac

D= 0.$1 x %0.3&

hf 0.21


43/62

DISEÑO HIDRAULICO Y DIMENSIONAMIENTO DE LA CAMARA DE CAPTACIONLOCALIDAD : CCOLLAY

Qmax = 0.7? LpsQmd = 0.3> Lps





819


d! 0. a 0.;m9

2.2 m s


C%$s#d! a$d% "%s a"% !s d! P%,


44/62


0.;0 m s


% = 0.020 m


..8 9 H+ = 0.3? m


..8;9





8 9 879

D%$d!:,$a- as&% m*x#m% d! "a +)!$&! !$ Lps

/

0 A'!"! a'#($ a #&a'#%$a" 8>.?1m s29& Ca a s% ! !" % #+#'#% 8m9

D!sp! a$d% "a !')a'#($ 8 9 !" a"% d! A !s)"&a:

8?9

C%$s#d! a$d%:Qmax = 0.7? Lps

< = 0.;0 m sCd = 0.?0

S! !$!: A = 1.>;EG03 m2

E" d#*m!& % d!" % #+#'#% s! * d!+#$#d% m!d#a$&!:

8>9

P% "% &a$&%:


45/62


D = .>? 'mE-)# a"!:

D = 2 P)"



.8109

Pa a !" d#s! % as)m# !m%s )$ d#*m!& % d! 1 1 2

D = 1 1 2 P)"


NA = 2.7?

E$&%$'!s s! as)m# * -)!:

NA = 3.00





. 8119


+1

NA =( D1 D2 )2

+1

b= 2(6" )+NA " +3" (NA#1)


46/62


D%$d!:+ A$' % d! "a pa$&a""a

D D#*m!& % d!" % #+#'#%NA N/m! % d! % #+#'#%s

P% "% &a$&%: = ?0.01 'm


L = 0.?0 m A = 0.?0 m



.8129





b= 2(6" )+NA " +3" (NA#1)

Ht = A + B + H + D + E


47/62


D%$d!: H = Ca a !-)! #da !$ m!& %s< = .?1m s29

T%ma !m%s:Qmd = 0.3> Lps

E$&%$'!s:H = ;.02 'm






D' = 1 p)"

H = 1.56 V 2

2g

H = 1.56 Q md2

2gA 2


48/62


P% "% &a$&% !" d#*m!& % d! "a 'a$as""a s! *:

D'a$as""a = 2.0 p)"


L = 7. 2 'mL = 1;.2 'm

P% "% &a$&% as)m# !m%s: L = 20.00 'm


D! ! d! ')mp"# -)!: . 8139


E" * !a d! "a a$) a s! *: A = 3; mm2



E$&%$'!s !" $/m! % d! a$) as !s)"&a: NJ d! a$. = 2>



.81 9


+ = P5 d#da d! 'a a )$#&a #a !$ m mP% "% &a$&%: D = 1.; p)"

E$&%$'!s &%ma !m%s: D = 2.00 p)"

E" d#*m!& % d!" '%$% d! ! %s! !s: D '%$% ! = .00 p)"

At= 2 Ac

D= 0.$1 x %0.3&

hf 0.21


49/62

DISEÑO HIDRAULICO Y DIMENSIONAMIENTO DE LA CAMARA DE CAPTACIONLOCALIDAD : CE6ADILLA

Qmax = 0. 0 LpsQmd = 0.20 Lps





819


d! 0. a 0.;m9

2.2 m s


C%$s#d! a$d% "%s a"% !s d! P%,


50/62


0.;0 m s


% = 0.020 m


..8 9 H+ = 0.3? m


..8;9





8 9 879

D%$d!:,$a- as&% m*x#m% d! "a +)!$&! !$ Lps

/

0 A'!"! a'#($ a #&a'#%$a" 8>.?1m s29& Ca a s% ! !" % #+#'#% 8m9

D!sp! a$d% "a !')a'#($ 8 9 !" a"% d! A !s)"&a:

8?9

C%$s#d! a$d%:Qmax = 0. 0 Lps

< = 0.;0 m sCd = 0.?0

S! !$!: A = 1.00EG03 m2

E" d#*m!& % d!" % #+#'#% s! * d!+#$#d% m!d#a$&!:

8>9

P% "% &a$&%:


51/62


D = 3.;7 'mE-)# a"!:

D = 1 1 2 P)"



.8109

Pa a !" d#s! % as)m# !m%s )$ d#*m!& % d! 1 1 2

D = 1 1 2 P)"


NA = 2.00

E$&%$'!s s! as)m# * -)!:

NA = 3.00





. 8119


+1

NA =( D1 D2 )2

+1

b= 2(6" )+NA " +3" (NA#1)


52/62


D%$d!:+ A$' % d! "a pa$&a""a

D D#*m!& % d!" % #+#'#%NA N/m! % d! % #+#'#%s

P% "% &a$&%: = ?0.01 'm


L = 0.?0 m A = 0.?0 m



.8129





b= 2(6" )+NA " +3" (NA#1)

Ht = A + B + H + D + E


53/62


D%$d!: H = Ca a !-)! #da !$ m!& %s< = .?1m s29


E$&%$'!s:H = 1.32 'm






D' = 1 p)"

H = 1.56 V 2

2g

H = 1.56 Q md2

2gA 2


54/62


P% "% &a$&% !" d#*m!& % d! "a 'a$as""a s! *:

D'a$as""a = 2.0 p)"


L = 7. 2 'mL = 1;.2 'm

P% "% &a$&% as)m# !m%s: L = 20.00 'm


D! ! d! ')mp"# -)!: . 8139


E" * !a d! "a a$) a s! *: A = 3; mm2



E$&%$'!s !" $/m! % d! a$) as !s)"&a: NJ d! a$. = 2>



.81 9



E$&%$'!s &%ma !m%s: D = 2.00 p)"

E" d#*m!& % d!" '%$% d! ! %s! !s: D '%$% ! = .00 p)"

At= 2 Ac

D= 0.$1 x %0.3&

hf 0.21


55/62

DISEÑO HIDRAULICO Y DIMENSIONAMIENTO DE LA CAMARA DE CAPTACIONLOCALIDAD : .?1m s29

@!d#a$&! "a !')a'#($ d! '%$$)#dad '%$s#d! a$d% "%s p)$&%s 1 4 2, s! !$!:

829

D%$d!:

839 P% "% &a$&%

Pa a )$ a"% as)m#d%:

0. 0 m = >.?1 m s2

S! % !$! )$a !"%'#dad d! pas!:

2.2 m s


C%$s#d! a$d% "%s a"% !s d! P%,


56/62

DISEÑO HIDRAULICO Y DIMENSIONAMIENTO DE LA CAMARA DE CAPTACIONLOCALIDAD :

0 A'!"! a'#($ a #&a'#%$a" 8>.?1m s29& Ca a s% ! !" % #+#'#% 8m9

D!sp! a$d% "a !')a'#($ 8 9 !" a"% d! A !s)"&a:

8?9


< = 0.;0 m sCd = 0.?0

S! !$!: A = .00EG0 m2

E" d#*m!& % d!" % #+#'#% s! * d!+#$#d% m!d#a$&!:

8>9

P% "% &a$&%:


57/62



58/62



59/62

DISEÑO HIDRAULICO Y DIMENSIONAMIENTO DE LA CAMARA DE CAPTACIONLOCALIDAD : .?1m s29


E$&%$'!s:H = 0. ? 'm






D' = 1 p)"

H = 1.56 V 2

2g

H = 1.56 Q md2

2gA 2


60/62




.81 9



E$&%$'!s &%ma !m%s: D = 2.00 p)"

E" d#*m!& % d!" '%$% d! ! %s! !s: D '%$% ! = .00 p)"

At= 2 Ac

D= 0.$1 x %0.3&

hf 0.21


61/62

RESU@EN DE DATOS

N4 LOCALIDAD N4 DE CAPTACIONES L H N4 ORI5ICIOS1 @AYA6A@6A 2 CAPTACIONES 0.?0 0.? 3.002 YURACCANCHA 2 CAPTACIONES 0.?0 0.? 3.003 PACO6A@6A 3 CAPTACIONES 0.?0 0.? 3.00

PATAPATA ; CAPTACIONES 0.?0 0.? 3.00

; OROYA CAPTACIONES 0.?0 0.? 3.00RI@AY@ARCA 7 CAPTACIONES 0.?0 0.? 3.007 CCOLLAY ? CAPTACIONES 0.?0 0.? 3.00? CE6ADILLA > CAPTACIONES 0.?0 0.? 3.00>


62/62

RESU@EN DE DATOS

N4 LOCALIDAD N4 DE CAPTACIONES L H N4 ORI5ICIOS1 @AYA6A@6A 2 CAPTACIONES 0.?0 0.? 3.002 YURACCANCHA 2 CAPTACIONES 0.?0 0.? 3.003 PACO6A@6A 3 CAPTACIONES 0.?0 0.? 3.00

OROYA 2 CAPTACIONES 0.?0 0.? 3.00

; RI@AY@ARCA 2 CAPTACIONES 0.?0 0.? 3.00CCOLLAY 1 CAPTACION 0.?0 0.? 3.007 CE6ADILLA 1 CAPTACION 0.?0 0.? 3.00?

DISEÑO DE CAPTACION.xls

Documents

Transcript of DISEÑO DE CAPTACION.xls