Calculos-parshall-tabla y Curvas-jle de Chicama

7/25/2019 Calculos-parshall-tabla y Curvas-jle de Chicama

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Ing. Jorge Linares E.

MEDIDOR PARSHALL ( W = 1" - 50' )

DIMENSIONAMIENTO:

Ha A = W/2 + 4 (Hasa !')

= A#$%s 11#5& (Hasa !')

M T Canal Arriba Transición entrada Entrada Garganta Salida Transición salida Canal Abajo

Rampa de subida Hori!ontal"

E H2 canal

H1 canal

(Ds3 %%6.78% . a .sa 9 aa .aa - $;a% s <a9 s3 aa)

(Ds3 %%6.78% . a .sa 9 aa saa - $;a% % <a9 s3 aa)

A<% 6a.6aa: W $a;a (>/s6)

W ;6# # A a $ D E H P N M T ? 9 @a? @

$ADRO PARA DIMENSIONAMIENTO (s)

1" $ 2#5 >B#> %&.% >5#B C#> 1B# %%.' #B 20#> %(.) $.' %.' (.* $.+ 0#005 0#000

2" % 5#1 41#4 %,.) 40#B 1>#5 21#> %-.& 11#4 25#4 %-.* %.% &.+ $.) %.- 0#01> 0#000

>" + #B 4B# +$.$ 45#! 1#! 25#C &-., 15#2 >0#5 +(.' %.- -., %.- +.* 0#0>2 0#001B" ) 15#2 B2#1 &$.& B0#C >C#4 >C#B )$.( >0#5 B1#0 )$.' ,.) $$.& -.$ ,.) 0#111 0#002

C" ' 22#C !#C -*.) !B#2 50#0 5#4 ,).% >0#5 B#2 ,,.+ ,.) $$.& -.$ ,.) 0#251 0#00>

1 $% >0#5 1>#2 C1#4 1>4#5 B1#0 !4#> '$.& B1#0 C1#4 '%., ,.) %%.' -.$ ,.) 0#45 0#00>

1#5 $* 45# 144#! CB#5 142#0 B#2 102#5 '$.& B1#0 C1#4 '%., ,.) %%.' -.$ ,.) 0#BC5 0#005

2 %& B1#0 152#4 101#B 14C#4 C1#4 120#! '$.& B1#0 C1#4 '%., ,.) %%.' -.$ ,.) 0#C> 0#012

> +) C1#4 1B#B 111#! 1B4#4 121#C 15#2 '$.& B1#0 C1#4 '%., ,.) %%.' -.$ ,.) 1#42 0#01!

4 &* 121#C 1!2#C 121#C 1C#> 152#4 1C>#B '$.& B1#0 C1#4 '%., ,.) %%.' -.$ ,.) 1#C2> 0#0>B

5 )( 152#4 1C!#1 1>2#1 1C4#> 1!2#C 2>0#1 '$.& B1#0 C1#4 '%., ,.) %%.' -.$ ,.) 2#424 0#044

B ,% 1!2#C 21>#4 142#2 20C#2 21>#4 2BB#B '$.& B1#0 C1#4 '%., ,.) %%.' -.$ ,.) 2#C2C 0#04

*& 21>#4 22!#B 152#4 224#2 24>#! >0>#1 '$.& B1#0 C1#4 '%., ,.) %%.' -.$ ,.) >#4>! 0#0!B

! ') 24>#! 24>#! 1B2#B 2>C#1 24#> >>C#4 '$.& B1#0 C1#4 '%., ,.) %%.' -.$ ,.) >#C4C 0#0C

10 $%( >04#! 4>5#2 1!2#C 42B# >B5#! 45#B $%$.' C1#4 1!2#C $*-.- $-.% +&.+ +(.- %%.' !#2!0 0#1B0

12 $&& >B5#! 4C#> 20>#2 4!# 44#0 5B0# $-%.& C1#4 24>#! %&,.% $-.% +&.+ +(.- %%.' 14#B!0 0#1C0

15 $*( 45#2 #1 2>># B2#0 55!#! B2#0 $*%.' 121#C >04#! +('.$ %%.' &-., +(.- %%.' 25#040 0#2>0

20 %&( B0C#B #1 2!4#5 B2#0 >1#5 C14#4 %$+.& 1!2#C >B5#! +,(.' +(.- )*.) +(.- %%.' >#C0 0#>10

25 +(( B2#0 #1 >>5#> B2#0 !C4#1 10BB#! %$+.& 1!2#C >CB#2 &($., +(.- )*.) +(.- %%.' 4#140 0#>!0

>0 +)( C14#4 !0!#2 >!B#1 C2#5 105B#B 12>1#> %$+.& 1!2#C 42B# &+%., +(.- )*.) +(.- %%.' 5B#>>0 0#4B0

40 &*( 121C#2 !>C#2 4!# !2>#0 1>!1#! 154!#1 %$+.& 1!2#C 4!# &'&.- +(.- )*.) +(.- %%.' 4#00 0#B00

50 )(( 1524#0 !>C#2 5!C#> !2>#0 12#2 1!52#C %$+.& 1!2#C B0C#B )$*.$ +(.- )*.) +(.- %%.' C>#040 0#50

P = a.. - Ha

, = a* - H*

PERDIDAS DE CARGA SEGÚN NOMOGRAMA PARA W = 1' - 8'

W = 1' W = 1.5' W = 2' W = 3' W = 4' W = 5' W = 6' W = 7' W = 8' Q Pc Pc Pc Pc Pc Pc Pc Pc Pc

0.050 0.060 0.050 0.040 0.030 0.025 0.020 0.018 0.015 0.014 !#>1C

0.060 0.070 0.060 0.045 0.035 0.028 0.022 0.019 0.017 0.015 0.070 0.080 0.065 0.050 0.039 0.031 0.025 0.022 0.019 0.017 0.080 0.085 0.070 0.055 0.042 0.033 0.028 0.024 0.021 0.018 0.090 0.095 0.075 0.065 0.046 0.036 0.030 0.026 0.023 0.020 0.100 0.100 0.080 0.070 0.050 0.039 0.032 0.027 0.024 0.022 0.110 0.110 0.090 0.075 0.055 0.042 0.035 0.030 0.026 0.0240.120 0.120 0.100 0.080 0.060 0.045 0.037 0.032 0.028 0.025 0.130 0.130 0.105 0.085 0.063 0.048 0.040 0.034 0.030 0.027 0.140 0.135 0.108 0.088 0.064 0.049 0.041 0.035 0.031 0.028 0.150 0.140 0.110 0.090 0.065 0.050 0.042 0.036 0.032 0.028 0.200 0.170 0.140 0.110 0.080 0.062 0.050 0.043 0.038 0.0340.250 0.190 0.155 0.125 0.090 0.066 0.060 0.051 0.044 0.040 0.300 0.210 0.170 0.140 0.100 0.070 0.068 0.058 0.050 0.045 0.350 0.240 0.190 0.160 0.120 0.085 0.077 0.064 0.056 0.050 0.400 0.270 0.210 0.180 0.140 0.100 0.085 0.070 0.062 0.055 0.450 0.285 0.230 0.190 0.150 0.115 0.090 0.075 0.066 0.060 0.500 0.300 0.250 0.200 0.160 0.130 0.095 0.080 0.070 0.0640.600 0.350 0.280 0.220 0.180 0.140 0.110 0.095 0.082 0.072 0.700 0.390 0.320 0.245 0.195 0.155 0.125 0.110 0.090 0.080 0.800 0.420 0.350 0.270 0.210 0.170 0.140 0.120 0.100 0.090 0.900 0.450 0.375 0.295 0.230 0.180 0.150 0.130 0.110 0.095

1.000 0.400 0.320 0.250 0.190 0.160 0.140 0.120 0.100 1.200 0.370 0.290 0.225 0.190 0.160 0.140 0.125 1.500 0.420 0.330 0.260 0.220 0.180 0.160 0.150 2.000 0.400 0.310 0.260 0.230 0.190 0.170 2.500 0.450 0.370 0.300 0.260 0.230 0.200 3.000 0.400 0.330 0.280 0.260 0.230 3.500 0.400 0.340 0.290 0.260 4.000 0.420 0.350 0.300 0.280

PERDIDAS DE CARGA SEGÚN ORM!"A PARA W = 10' - 50'

W=10' W=12' W=15' W=20' W=25' W=30' W=40' W=50' Q Pc Pc Pc Pc Pc Pc Pc Pc

1.000 0#0!2 0#0> 0#0B> 0#050 0#041 0#0>5 0#02B 0#020

2.000 0#1>1 0#11 0#100 0#0!0 0#0BB 0#055 0#041 0#0>2

3.000 0#11 0#15> 0#1>1 0#105 0#0!B 0#0> 0#054 0#0424.000 0#20! 0#1!B 0#15C 0#12 0#105 0#0!! 0#0BB 0#052

5.000 0#241 0#21B 0#1!5 0#14! 0#122 0#102 0#0B 0#0B0

6.000 0#2> 0#244 0#20C 0#1B 0#1> 0#11B 0#0!B 0#0B!

7.000 0#>02 0#20 0#2>2 0#1!5 0#152 0#12! 0#0CB 0#05

8.000 0#>>1 0#2CB 0#25> 0#202 0#1B 0#140 0#105 0#0!2

9.000 0#>5! 0#>20 0#24 0#21C 0#1!0 0#152 0#11> 0#0!C

10.000 0#>!4 0#>4> 0#2C4 0#2>5 0#1C> 0#1B> 0#121 0#0C5

11.000 0#40C 0#>BB 0#>14 0#250 0#20B 0#14 0#12C 0#101

12.000 0#4>4 0#>!! 0#>>> 0#2BB 0#21! 0#1!4 0#1> 0#10!

13.000 0#45! 0#40C 0#>51 0#2!0 0#2>1 0#1C4 0#145 0#11>

14.000 0#4!1 0#4>0 0#>BC 0#2C4 0#242 0#204 0#152 0#11C

15.000 0#504 0#450 0#>!B 0#>0! 0#254 0#214 0#15C 0#125

16.000 0#52B 0#40 0#40> 0#>22 0#2B5 0#22> 0#1BB 0#1>0

17.000 0#54! 0#4C0 0#420 0#>>5 0#2B 0#2>2 0#1> 0#1>B

18.000 0#5BC 0#50C 0#4>B 0#>4! 0#2! 0#241 0#1!0 0#14119.000 0#5C0 0#52! 0#452 0#>B1 0#2C 0#250 0#1! 0#14B

20.000 0#B11 0#54B 0#4B! 0#>4 0#>0! 0#25C 0#1C> 0#151

21.000 0#B>1 0#5B4 0#4!4 0#>!B 0#>1! 0#2B! 0#200 0#15B

22.000 0#B51 0#5!2 0#4CC 0#>CC 0#>2! 0#2B 0#20B 0#1B1

23.000 0#B1 0#B00 0#514 0#411 0#>>! 0#2!4 0#212 0#1BB

24.000 0#BC1 0#B1 0#52C 0#422 0#>4! 0#2C> 0#21! 0#11

25.000 0#10 0#B>4 0#544 0#4>4 0#>5 0#>01 0#224 0#1B

30.000 0#!02 0#1 0#B14 0#4C1 0#404 0#>40 0#254 0#1CC

CALCULO DE CANAL RECTANGULAR

TIRANTE NORMAL - Q max TIRANTE CRITICO

Q b Z n S A T P R V F

1.774 2.2 .1! .1 ."#1 1.4$#7 2.2 %.!"2! .427 1.1#4 .7!2" .4!# .4! 1.$$% ."7

F & 1.

TANTEANDO:0.681

T = 2.2000 '( & )2 1*%

A = 1.4987 +

P = 3.5625

R = 0.4207 F & V

1.1#%" + . ' 1*2

1.1#%7

0.0000 (Haciendo CERO)

) & Q*b & .#"

'( & 1*% Cana, R(an+/,a0

F & V Cana, 0(an+/,a0

+ . ' 1*2

TIRANTE NORMAL - Q mn TIRANTE CRITICO

1.774 2.2 .1! .1 ."#1 1.4$## 2.2 %.!"2" .427 1.1#4 .7!27 .4!# .4! 1.$$% ."7

F & 1.

TANTEANDO:

T = 2.2000 '( & )2 1*%

A = 1.4988 +P = 3.5626

R = 0.4207 F & V

1.1#%7 + . ' 1*2

1.1#%"

.1 (Haciendo CERO)

) & Q*b & .#"

'( & 1*% Cana, R(an+/,a0

F & V Cana, 0(an+/,a0

+ . ' 1*2

' n En ' ( V( E(

Y n = (Tirante Normal)

' n En ' ( V( E(

Y n = (Tirante Normal)

1 - V2 &

CALCULO DE CANAL TRAPEZOIDAL

TIRANTE NORMAL - Q max TIRANTE CRITICO

1.2 1.! 1.! .2! .! .7$# 2.1!%% %.#$4$ 4.%7#% .4$1# .!!7 .#141 .2%$ .%!" 1."!# .4$"

F & 1.

TANTEANDO:0.#$8 '( & .%!"

T = 3.8949 T = 2.5678

A = 2.1533 A = 0.7240

P = 4.3783 P = 2.7834

R = 0.4918 R = 0.2601

.!!7% (%annin&) V & 1."!7"

.!!7% ( = 'A)

. (Haciendo CERO)

) & Q * b & .# Condicin de A

R*&imen Cr+tico : + T

F & V (C,lc-lo de ro-de en

+ . A 1*2 Canal Tra/eoidal) 0.1468 (Hacien

T + 555 CERO

0.1478

TIRANTE NORMAL - Q mn TIRANTE CRITICO

1. 1.7 .! .1! .1 .4$" .$""2 2.1$" 2.#$1 .%44 1.%! .!!" .4$# .%1# 1."$2 .4"4

F & 1.

TANTEANDO:

0.$6 '( & .%1#

T = 2.1960 T = 2.0180

A = 0.9662 A = 0.5912P = 2.8091 P = 2.4111

R = 0.3440 R = 0.2452

1.%! (%annin&) V & 1."$1"

1.%4$ ( = 'A)

. (Haciendo CERO)

) & Q * b & .!$ Condicin de A

R*&imen Cr+tico : + T

F & V (C,lc-lo de ro-de en

+ . A 1*2 Canal Tra/eoidal) 0.1019 (Hacien

T + 555 CERO

0.1024

' n En ' ( V( E(

Y n = (Tirante Normal) FFF 2n&re3ar 4alor

- V2 &

' n En ' ( V( E(

Y n = (Tirante Normal) FFF 2n&re3ar 4alor

- V2 &

MEDIDOR PARSHALL (W = 15G)( ;% L*.)

$ANAL A$ALA - @ = 12#00 >/sato

Da%s $aa A6;as a..*a Respuesta

$%.((( *.$-( (.)&, (.(((', (.(++ 1#>4 '.*'% 0#C! $.+', %.$$* (.%,$&

Da%s $aa A6;as A*a%

$%.((( *.$-( (.)&, (.(((', (.(++ 1#>4 '.*'% (.'*, $.+', %.+,'

E A<% a.6aa b/+ b/% Asumido 0

Canal Rectangular 1 2 $/+ a $/% b 222223 >#>0 4#C4B15B1 W = 4#52

Canal trape!oidal 1 2 %/+ T 222222223 B#5C

Tabla de 4ars5all 15 4#52 m

$%%s S;.6a

6lujo Libre S 2 Ha / Hb 27 *(8 S = (.*

%.;a $a*.a

9 2 $(.'-* Ha

D.a Ha: Tirante Cr:tico0

Ha 2 1#0B m 0#!C m ; crit 2 9/b"<%"/g"<$/+"

Hb 2 (.*- m

;c 2 =<%/g"<$/+"

P.a $a.6a : P = 0#>>> m (%.;a 10' - 50')

Altura de Cresta sobre el >ondo P = 0#2!C m (S <a9 s3 a a saa - Ds3= P) Asumido 2 m.

, = 0#550 m (S % <a9 s3 a a saa) Asumido 2 0#550 m.

1#B!0 m (S % <a9 s3 a a saa)

Ds N%.aaa A8%.a%. Pa.s<a (s6J Ta*as)

W A a $ D N H E

4#52 #1 2#>> #B20 5#5!! #B2 1#21C >#04! 0#45 >#0C1 1#!2C !#20 12#!0

?er 5oja $ 1#!0

L%6; M%. (s .as%s) = 11#!! m

$a;% .as%s R%aas:

Entrada Lte M = #>> as;%= !#20 m

Salida Lts T = 12#1! as;%= 12#!0 m

L%6; T%a a N;3a s.;;.a = >2#!! m

Transición entrada Con@ergente Garganta i@ergente Transicion salida

H1 $aa Ha H* H2 $aa a..*a a*a%

Canal Transición entrada Con@ergente Garganta i@ergente Transicion salida Canal

A<% a.6aa W = 15 s = 4#52

Q # D$%&

@ Ham+/s" m"

12#000 $.()

11#000 $.((

10#000 (.'&

C#000 (.**

!#000 (.*%#000 (.,)

B#000 (.)'

5#000 (.)$

4#000 (.-+

>#000 (.&-

2#000 (.+-

1#000 (.%%

@ (>/s) * () S (/) () T () K (/s) E1 ()

@ (>/s) * () S (/) () T () K (/s) E5 ()

W en pies2

critico =

?eri>icación del nue@o tirante aguas arriba del 4ars5all a..*a =

M inicial T >inal

( $ % + & - ) , * ' $( $$ $%

$;.3a $a*.a "MEDIDOR PARSHALL"

$a;a @= >/s 6#

A 4 ; . a

0#000 (.((

$ANAL $D PAIAN - @ = 10#00 >/sato

$(.((( +.&), (.-%' (.((-%$ (.(++ 1#25C &.,'* 1#C2> $.&&, %.$&& (.-&,%

Da%s $aa A6;as A*a%

$(.((( +.&), (.-%' (.((-%$ (.(++ 1#25C &.,'* $.'%+ $.&&, %.&%'

Canal Rectangular 1 2 $/+ a $/% b 222223 1#B0 2#>CC0114C W = 4#52

Canal trape!oidal 1 2 %/+ T 222222223 >#20

$%%s S;.6a6lujo Libre S 2 Ha / Hb 27 *(8 S = (.*

%.;a $a*.a

9 2 $(.'-* Ha

Ha 2 0#C4 m 0#C m ; crit 2 9/b"<%"/g"<$/+"

Hb 2 (.,) m

;c 2 =<%/g"<$/+"

P.a $a.6a : P = 0#2C4 m (%.;a 10' - 50')

Altura de Cresta sobre el >ondo P = 0#>15 m (S <a9 s3 a a saa - Ds3= P) Asumido 2 m.

, = 0#554 m (S % <a9 s3 a a saa) Asumido 2 0#B00 m.

1#55> m (S % <a9 s3 a a saa)

W A a $ D N H E

4#52 #1 2#>> #B20 5#5!! #B2 1#21C >#04! 0#45 >#0C1 1#!2C 5#00 5#00

?er 5oja $ 1#!0

L%6; M%. (s .as%s) = 11#!! m

$a;% .as%s R%aas:

Entrada Lte M = -4#255 as;%= 5#00 m

Salida Lts T = 1#00C as;%= 5#00 m

L%6; T%a a N;3a s.;;.a = 21#!! m

H1 $aa Ha H* H2 $aa

a..*a a*a%

A<% a.6aa W = 15 s = 4#52

Q # D$%&

@ Ham+/s" m"

10#000 (.'&

C#500 (.'$

C#000 (.**

!#500 (.*-

!#000 (.*%

#000 (.,)

B#000 (.)'

5#000 (.)$4#000 (.-+

>#000 (.&-

2#000 (.+-

1#000 (.%%

@ (>/s) * () S (/) () T () K (/s) E1 ()

@ (>/s) * () S (/) () T () K (/s) E5 ()

W en pies2

critico =

M inicial T >inal

0 1 2 3 4 5 6 7 8 9 10 11 12

C/07a 8- Ca,1b0a(19n :MEDIDOR PARS;ALL:

Ca/8a, Q& m%*<-+.

A , / 0 a = & m .

0#000 (.((

$ANAL $D A$ALA - @ = !#00 >/s ato

Da%s $aa A6;as a..*a - T.a% 1 Respuesta

*.((( ,.+'+ (.(++ (.(((,- (.(++ 1#202 ,.&,+ 0#!0 $.%+- %.(%& 0#2>4C

Da%s $aa A6;as A*a% - T.a% 2

*.((( ,.+'+ (.(++ (.(((,- (.(++ 1#202 ,.&,+ 0#!0 $.%+- %.(%&

Canal Rectangular 1 2 $/+ a $/% b 222223 2#4C >#>B>>2BB W = >#B5!

Canal trape!oidal 1 2 %/+ T 222222223 4#C!

Tabla de 4ars5all 12 >#B5! m

$%%s S;.6a

%.;a $a*.a

9 2 *.*)$ Ha

Ha 2 0#C4 m 0#C m ; crit 2 9/b"<%"/g"<$/+"

Hb 2 (.,- m

;c 2 =<%/g"<$/+"

P.a $a.6a : P = 0#2CB m (%.;a 10' - 50')

Altura de Cresta sobre el >ondo P = 0#2B4 m (S <a9 s3 a a saa - Ds3= P) Asumido 2 m.

, = 0#4C m (S % <a9 s3 a a saa) Asumido 2 0#500 m.

1#4C! m (S % <a9 s3 a a saa)

W A a $ D N H E

>#B5! 4#C> 2#0>2 4#! 4#40 5#B0 0#C14 2#4>! 0#>4> 2#42 1#524 #00 C#00

?er 5oja $ 1#50

L%6; M%. (s .as%s) = !#2> m

$a;% .as%s R%aas:

Entrada Lte M = 4#>>0 as;%= #00 mSalida Lts T = B#!C4 as;%= C#00 m

L%6; T%a a N;3a s.;;.a = 24#2> m

A<% a.6aa W = 12 s = >#B5!

Q # D$%&

@ Ham+/s" m"

!#000 (.'&

#500 (.'(

#000 (.*)

B#500 (.*%

B#000 (.,*

5#500 (.,&

5#000 (.,(

4#500 (.)-

4#000 (.)$

>#500 (.-)

>#000 (.-$

2#500 (.&-

2#000 (.+'

1#500 (.++

1#000 (.%)

0#500 (.$,

0#250 (.$$

@ (>/s) * () S (/) () T () K (/s) E1 ()

@ (>/s) * () S (/) () T () K (/s) E5 ()

W en pies2

critico =

M inicial T >inal

( $ % + & -

$a;a @= >/s 6#

A 4 ; . a

$ANAL $D MADALENA DE $AO - @ = B#00 >/s

atoDa%s $aa A6;as a..*a - T.a% 1 Respuesta

).((( -.)-) (.)+- (.((-)- (.(++ 0#B4C ).&*$ 1#524 (.,), $.,%& 0#B041

).((( -.)-) (.)+- (.((-)- (.(++ 0#B4C ).&*$ 1#524 (.,), $.,%&

Canal Rectangular 1 2 $/+ a $/% b 222223 2#1B >#240 W = >#B5!

Canal trape!oidal 1 2 %/+ T 222222223 4#>2

Tabla de 4ars5all 12 >#B5! m

%.;a $a*.a

9 2 *.*)$ Ha

Ha 2 0#! m 0#B5 m ; crit 2 9/b"<%"/g"<$/+"

Hb 2 (.)+ m

;c 2 =<%/g"<$/+"

P.a $a.6a : P = 0#244 m (%.;a 10' - 50')

Altura de Cresta sobre el >ondo P = -0#1>5 m (S <a9 s3 a a saa - Ds3= P) Asumido 2 m.

0#!C> m (S % <a9 s3 a a saa)

W A a $ D N H E

>#B5! 4#C> 2#0>2 4#! 4#40 5#B0 0#C14 2#4>! 0#>4> 2#42 1#524 5#00 !#00

?er 5oja $ 1#50

L%6; M%. (s .as%s) = !#2> m

$a;% .as%s R%aas:

Entrada Lte M = 5#052 as;%= 5#00 m

Salida Lts T = #B1 as;%= !#00 m

L%6; T%a a N;3a s.;;.a = 21#2> m

H1 $aa Ha H* H2 $aa

a..*a a*a%N

A<% a.6aa W = 12 s = >#B5!

Q # D$%&

m+/s" m"

B#000 (.,*

5#500 (.,&

5#000 (.,(

4#500 (.)-

4#000 (.)$

>#500 (.-)

>#000 (.-$

2#500 (.&-

2#000 (.+'

1#500 (.++

1#000 (.%)

0#500 (.$,

0#000 (.((

@ (>/s) * () S (/) () T () K (/s) E1 ()

@ (>/s) * () S (/) () T () K (/s) E5 ()

W en pies2

critico =

M inicial T >inal

( $ % + & - )

(.* $;. 3a $a*. a "MEDIDOR PARSHALL"

$a;a @= >/s6#

A 4 ; . a

$ANAL $D MADALENA DE $AO - @ = 5#00 >/s

-.((( +.'(( (.-() (.(((-( (.(++ 1#55 -.&'+ 0#BB $.-'* %.%)' 0#11C

-.((( +.'(( (.-() (.(((-( (.(++ 1#55 -.&'+ 0#BB $.-'* %.%)'

Canal Rectangular 1 2 $/+ a $/% b 222223 1#!> 2#4B>15> W = >#04!

Canal trape!oidal 1 2 %/+ T 222222223 >#BB

Tabla de 4ars5all 10 >#04! m

$%%s S;.6a

%.;a $a*.a

9 2 ,.&)+ Ha

Ha 2 0#! m 0#B5 m ; crit 2 9/b"<%"/g"<$/+"

Hb 2 (.)% m

;c 2 =<%/g"<$/+"

P.a $a.6a : P = 0#241 m (%.;a 10' - 50')

Altura de Cresta sobre el >ondo P = 0#CB m (S <a9 s3 a a saa - Ds3= P) Asumido 2 m.

1#!1B m (S % <a9 s3 a a saa)

W A a $ D N H E

>#04! 4#>52 1#!2C 4#2B >#B5! 4#5B 0#C14 1#!2C 0#>4> 1#!55 1#21C 5#00 B#00

?er 5oja $ 1#20

L%6; M%. (s .as%s) = #01 m

$a;% .as%s R%aas:

Entrada Lte M = >#244 as;%= 5#00 m

Salida Lts T = 5#20 as;%= B#00 m

L%6; T%a a N;3a s.;;.a = 1!#01 m

H1 $aa Ha H* H2 $aa

a..*a a*a%N

A<% a.6aa W = 10 s = >#04!

Q # D$%&

@ Ham+/s" m"

5#000 (.,*

4#500 (.,+

4#000 (.)*

>#B00 (.)+

>#200 (.-'

2#!00 (.-&

2#400 (.&'

2#000 (.&&

1#B00 (.+*

1#200 (.+%

0#!00 (.%-

0#400 (.$)

0#000 (.((

@ (>/s) * () S (/) () T () K (/s) E1 ()

@ (>/s) * () S (/) () T () K (/s) E5 ()

W en pies2

critico =

M inicial T >inal

( $ % + & -

$a;a @= >/s 6#

A 4 ; . a

$ANAL SAN A$INTO 0+0B0 - @ = 4#!0 >/s

&.*(( %.$)( (.&(% (.(()(( (.(++ 1#0!0 +.(%* 1#14 $.%+( $.-)' 0#52B

&.*(( %.$)( (.&(% (.($($, (.(++ 0#C15 %.*'- 2#05 $.$+& $.-)'

Canal Rectangular 1 2 $/+ a $/% b 222223 1#01 1#51>!BB0C W = >#04!

Canal trape!oidal 1 2 %/+ T 222222223 2#02

$%%s S;.6a

%.;a $a*.a

9 2 ,.&)+ Ha

Ha 2 0#B m 0#B> m ; crit 2 9/b"<%"/g"<$/+"

Hb 2 (.)$ m

;c 2 =<%/g"<$/+"

P.a $a.6a : P = 0#2>5 m (%.;a 10' - 50')

Altura de Cresta sobre el >ondo P = 0#>21 m (S <a9 s3 a a saa - Ds3= P) Asumido 2 m.

, = 0#>>C m (S % <a9 s3 a a saa) Asumido 2 0#>50 m.

1#>15 m (S % <a9 s3 a a saa)

W A a $ D N H E

>#04! 4#>52 1#!2C 4#2B >#B5! 4#5B 0#C14 1#!2C 0#>4> 1#!55 1#21C >#50 >#50

?er 5oja $ 1#20

L%6; M%. (s .as%s) = #01 m

$a;% .as%s R%aas:

Entrada Lte M = ->#012 as;%= >#50 m

Salida Lts T = -0#5>5 as;%= >#50 m

L%6; T%a a N;3a s.;;.a = 14#01 m

H1 $aa Ha H* H2 $aa

a..*a a*a%

A<% a.6aa W = 10 s = >#04!

Q # D$%&

@ Ham+/s" m"

4#!00 (.,)

4#400 (.,%

4#000 (.)*

>#B00 (.)+

>#200 (.-'

2#!00 (.-&

2#400 (.&'

2#000 (.&&

1#B00 (.+*

1#200 (.+%

0#!00 (.%-

0#400 (.$)

0#000 (.((

@ (>/s) * () S (/) () T () K (/s) E1 ()

@ (>/s) * () S (/) () T () K (/s) E5 ()

W en pies2

critico =

M inicial T >inal

( $ % + & -

$a;a @= >/s 6#

A 4 ; . a

$ANAL $D PAIAN (MA$AI) - @ = 4#00 >/s

&.((( %.-&( (.&), (.((%&) (.(++ 1#120 +.-*- 1#1BB $.$*' $.*)' 0#>51C

&.((( %.-&( (.&), (.((%&) (.(++ 1#120 +.-*- 1#1BB $.$*' $.*)'

Canal Rectangular 1 2 $/+ a $/% b 222223 1#20 1#C2BBBB W = >#04!

Canal trape!oidal 1 2 %/+ T 222222223 2#>C

$%%s S;.6a

%.;a $a*.a

9 2 ,.&)+ Ha

Ha 2 0#B! m 0#5B m ; crit 2 9/b"<%"/g"<$/+"

Hb 2 (.-& m

;c 2 =<%/g"<$/+"

P.a $a.6a : P = 0#20! m (%.;a 10' - 50')

Altura de Cresta sobre el >ondo P = 0#44> m (S <a9 s3 a a saa - Ds3= P) Asumido 2 m.

, = 0#B>B m (S % <a9 s3 a a saa) Asumido 2 0#B50 m.

1#>2! m (S % <a9 s3 a a saa)

W A a $ D N H E

>#04! 4#>52 1#!2C 4#2B >#B5! 4#5B 0#C14 1#!2C 0#>4> 1#!55 1#21C >#50 >#50

?er 5oja $ 1#20

L%6; M%. (s .as%s) = #01 m

$a;% .as%s R%aas:

Entrada Lte M = -1#0B4 as;%= >#50 m

Salida Lts T = 1#41> as;%= >#50 m

L%6; T%a a N;3a s.;;.a = 14#01 m

H1 $aa Ha H* H2 $aa

a..*a a*a%

A<% a.6aa W = 10 s = >#04!

Q # D$%&

@ Ham+/s" m"

4#000 (.)*

>#!00 (.))

>#B00 (.)+

>#400 (.)$

>#200 (.-'

2#!00 (.-&

2#400 (.&'

2#000 (.&&

1#B00 (.+*

1#200 (.+%

0#!00 (.%-

0#400 (.$)

0#000 (.((

@ (>/s) * () S (/) () T () K (/s) E1 ()

@ (>/s) * () S (/) () T () K (/s) E5 ()

W en pies2

critico =

M inicial T >inal

( $ % + & -

$a;a @= >/s 6#

A 4 ; . a

$ANAL $D P@IO (A6;a a*a% a T%a L%s L%s) - @ = 4#00 >/s

&.((( +.%%- (.&++ (.((-(, (.(++ 0#B! +.*'$ 1#4B2 (.*,, $.&)' 0#5>2

&.((( +.%%- (.&++ (.((-(, (.(++ 0#B! +.*'$ 1#4B2 (.*,, $.&)'

Canal Rectangular 1 2 $/+ a $/% b 222223 1#>0 1#C45> W = >#04!

Canal trape!oidal 1 2 %/+ T 222222223 2#5C

%.;a $a*.a

9 2 ,.&)+ Ha

Ha 2 0#B! m 0#5B m ; crit 2 9/b"<%"/g"<$/+"

Hb 2 (.-& m

;c 2 =<%/g"<$/+"

P.a $a.6a : P = 0#20! m (%.;a 10' - 50')

Altura de Cresta sobre el >ondo P = 0#0C1 m (S <a9 s3 a a saa - Ds3= P) Asumido 2 m.

, = 0#24C m (S % <a9 s3 a a saa) Asumido 2 0#250 m.

0#CB m (S % <a9 s3 a a saa)

W A a $ D N H E

>#04! 4#>52 1#!2C 4#2B >#B5! 4#5B 0#C14 1#!2C 0#>4> 1#!55 1#21C >#00 >#00

?er 5oja $ 1#20

L%6; M%. (s .as%s) = #01 m

$a;% .as%s R%aas:

Entrada Lte M = -0#5!2 as;%= >#00 m

Salida Lts T = 1#!C5 as;%= >#00 m

L%6; T%a a N;3a s.;;.a = 1>#01 m

H1 $aa Ha H* H2 $aa

a..*a a*a%N

A<% a.6aa W = 10 s = >#04!

Q # D$%&

m+/s" m"

4#000 (.)*

>#!00 (.))

>#B00 (.)+

>#400 (.)$

>#200 (.-'

2#!00 (.-&

2#400 (.&'

2#000 (.&&

1#B00 (.+*

1#200 (.+%

0#!00 (.%-

0#400 (.$)

0#000 (.((

@ (>/s) * () S (/) () T () K (/s) E1 ()

@ (>/s) * () S (/) () T () K (/s) E5 ()

W en pies2

critico =

?eri>icación del nue@o t irante aguas arriba del 4ars5all a..*a =

M inicial T >inal

( $ % + & -

$;. 3a $a*. a "MEDIDOR PARSHALL"

$a;a @= >/s 6#

A 4 ; . a

$ANAL RIO MA$AI - @ = 4#00 >/sato

&.((( &.(), (.*$, (.(((** (.(++ 1#0B -.*$$ 0#5! $.(') $.)(' 0#2>4>

&.((( &.(), (.*$, (.(((** (.(++ 1#0B -.*$$ (.,-* $.(') $.*$'

Canal Rectangular 1 2 $/+ a $/% b 222223 1#C4 2#C05401 W = >#04!

Canal trape!oidal 1 2 %/+ T 222222223 >#!

$%%s S;.6a

%.;a $a*.a

9 2 ,.&)+ Ha

Ha 2 0#B! m 0#5B m ; crit 2 9/b"<%"/g"<$/+"

Hb 2 (.-& m

;c 2 =<%/g"<$/+"

P.a $a.6a : P = 0#20! m (%.;a 10' - 50')

Altura de Cresta sobre el >ondo P = 0#>C0 m (S <a9 s3 a a saa - Ds3= P) Asumido 2 m.

, = 0#5! m (S % <a9 s3 a a saa) Asumido 2 0#B00 m.

1#25 m (S % <a9 s3 a a saa)

W A a $ D N H E

>#04! 4#>52 1#!2C 4#2B >#B5! 4#5B 0#C14 1#!2C 0#>4> 1#!55 1#21C 5#00 !#00?er 5oja $ 1#20

L%6; M%. (s .as%s) = #01 m

$a;% .as%s R%aas:

Entrada Lte M = 4#>B as;%= 5#00 m

Salida Lts T = #B2! as;%= !#00 m

L%6; T%a a N;3a s.;;.a = 20#01 m

H1 $aa Ha H* H2 $aa

a..*a a*a%

A<% a.6aa W = 10 s = >#04!

Q # D$%&

@ Ham+/s" m"

4#000 (.)*

>#500 (.)%

>#000 (.-,

2#500 (.-(

2#000 (.&&

1#500 (.+,

1#000 (.%*0#500 (.$*

0#000 (.((

@ (>/s) * () S (/) () T () K (/s) E1 ()

@ (>/s) * () S (/) () T () K (/s) E5 ()

W en pies2

critico =

M inicial T >inal

(.((( (.-(( $.((( $ .-(( % .((( % .-(( +.((( +.-(( &.(((

$a;a @= >/s6#

A l t u r a

5 2 m .

$ANAL L1 TAMARINDO - @ = 4#00 >/sato

&.((( %.-&( (.$)- (.((%$- (.(++ 1#>14 %.',& 1#105 $.+,) $.*-) 0#>0

&.((( %.-&( (.$)- (.((%$- (.(++ 1#>14 %.',& $.$(- $.+,) %.()'

Canal Rectangular 1 2 $/+ a $/% b 222223 0#CC 1#4!B!1 W = >#04!

Canal trape!oidal 1 2 %/+ T 222222223 1#C!

$%%s S;.6a

%.;a $a*.a

9 2 ,.&)+ Ha

Ha 2 0#B! m 0#5B m ; crit 2 9/b"<%"/g"<$/+"

Hb 2 (.-& m

;c 2 =<%/g"<$/+"

P.a $a.6a : P = 0#20! m (%.;a 10' - 50')

Altura de Cresta sobre el >ondo P = 0#B> m (S <a9 s3 a a saa - Ds3= P) Asumido 2 m.

, = 0#!4C m (S % <a9 s3 a a saa) Asumido 2 0#!50 m.

1#522 m (S % <a9 s3 a a saa)

W A a $ D N H E

>#04! 4#>52 1#!2C 4#2B >#B5! 4#5B 0#C14 1#!2C 0#>4> 1#!55 1#21C 5#00 5#00?er 5oja $ 1#20

L%6; M%. (s .as%s) = #01 m

$a;% .as%s R%aas:

Entrada Lte M = ->#B1 as;%= 5#00 m

Salida Lts T = -0#C!2 as;%= 5#00 m

L%6; T%a a N;3a s.;;.a = 1#01 m

H1 $aa Ha H* H2 $aa

a..*a a*a%

A<% a.6aa W = 10 s = >#04!

Q # D$%&

@ Ham+/s" m"

4#000 (.)*

>#500 (.)%

>#000 (.-,

2#500 (.-(

2#000 (.&&

1#500 (.+,

1#000 (.%*0#500 (.$*

0#000 (.((

@ (>/s) * () S (/) () T () K (/s) E1 ()

@ (>/s) * () S (/) () T () K (/s) E5 ()

W en pies2

critico =

M inicial T >inal

(.((( (.-(( $.((( $.-(( %.((( %.-(( +.((( +.-(( &.(((

$a;a @= >/s6#

A l t u r a

5 2 m .

MEDIDOR PARSHALL (W = G)( ;% L*.)

$ANAL L1 LA ARRAN$A - @ = >#00 >/sato

! n H$ m" 6

+.((( $.)++ (.+(( (.((%,- (.(++ 1#>04 %.&$) 1#1>! $.+,( $.-$' 0#>1!2

! n H% m"

+.((( $.)++ (.+(( (.((&(( (.(++ 1#155 %.+%) 1#>10 $.%&+ $.))&

E A<% a.6aa b/+ b/% Asumido 0Canal Rectangular 1 2 $/+ a $/% b 222223 0#!1 1#20! W = 2#1>4

Canal trape!oidal 1 2 %/+ T 222222223 1#B1

Tabla de 4ars5all 2#1>4 m

$%%s S;.6a

6lujo Libre S 2 Ha / Hb 27 ,(8 S = (.,

%.;a $a*.a

9 2 -.+$' Ha

D.a Ha: Tirante Cr:tico0Ha 2 0#0 m 0#5C m ; crit 2 9/b"<%"/g"<$/+"

Hb 2 (.&' m

;c 2 =<%/g"<$/+"

P()*)$ ) C$(+$ # Pc = 0.280 m ,NOMOGRAMA ,1' - 8'

Altura de Cresta sobre el >ondo P = 0#B05 m (S <a9 s3 a a saa - Ds3= P) Asumido 2 m.

= 0.732 m ,S* /& $ )/* $ $ $*)$ Asumido 2 0.750 m.

1#5!4 m ,S* /& $ )/* $ $ $*)$

W A 2/> A $ D N H E

2#1>4 %.%*) $.-%& 2#242 %.&+* +.(+(),& 0#B10 0#C14 (.%%' (.'%, (.'$& -.(( -.((?er 5oja $ 0#C0

L%6; M%. (s .as%s) = ># m

$a;% .as%s R%aas:

Entrada Lte M = -1#0CB $*)&= 5#00 m

Salida Lts T = 0#4> $*)&= 5#00 m

L%6; T%a a N;3a s.;;.a = 1># m

E PH1 $aa Ha H* H2 $aa

a..*a a*a%

A<% a.6aa W = s = 2#1>4

9 0 ato

m+/s" m"

+.((( (.,(

%.-(( (.)%

%.((( (.-&

$.-(( (.&-

$.((( (.+-

(.-(( (.%+

(.((( (.((

9 m+/s" b m" S m/m" ; m" T m" ? m/s" E$ m"

9 m+/s" b m" S m/m" ; m" T m" ? m/s" E- m"

W en pies2

critico =

Verificación del nuevo tirante aguas arriba del Parshall Y arriba =

M inicial T >inal

(.((( (.-(( $.((( $.-(( %.((( %.-(( +.(((

$;. 3a :1 $a4*. a)2 "MEDIDOR PARSHALL "

$a;:a4 @= >/s16 #

A 4 ; . a

DAOS DE" NOMOGRAMA# ,NO OCARPERDIDA DE CARGA #

W = 6' Q Pc

0.050 0.018 0.060 0.0190.070 0.022 0.080 0.024

0.090 0.026 0.100 0.027 0.110 0.030 0.120 0.032 0.130 0.0340.140 0.035 0.150 0.036 0.200 0.0430.250 0.0510.300 0.058 0.350 0.0640.400 0.070 0.450 0.075 0.500 0.080 0.600 0.095

0.700 0.110 0.800 0.120 0.900 0.130 1.000 0.140 1.200 0.160 1.500 0.180 2.000 0.230 2.500 0.260 3.000 0.280 3.500 0.340 4.000 0.350

$ANAL L2 ALPA 2 - @ = 2#00 >/s

! n H$ m" 6

%.((( +.-+* (.&%, (.((%$% (.(++ 0#B15 &.()+ 0#!5B (.)-% $.%$& 0#>5

! n H% m"

%.((( +.-+* (.&%, (.((%$% (.(++ 0#B15 &.()+ 0#!5B (.)-% $.%$&

Canal Rectangular 1 2 $/+ a $/% b 222223 1#>5 2#0>1B12C W = 1#524

$%%s S;.6a

%.;a $a*.a

9 2 +.,+) Ha

Ha = 0#B m 0#5B m ; crit 2 9/b"<%"/g"<$/+"

H* = 0#4 m

;c 2 =<%/g"<$/+"

P()*)$ ) C$(+$ # Pc = 0.230 m ,NOMOGRAMA ,1' - 8'

Altura de Cresta sobre el >ondo P = -0#0B0 m (S <a9 s3 a a saa - Ds3= P) Asumido 2 m.

= 0.157 m ,S* /& $ )/* $ $ $*)$ Asumido 2 0.300 m.

0#!45 m ,S* /& $ )/* $ $ $*)$

W A 2/> A $ D N H E

1#524 $.'*$% $.+%$ 1#C4> $.*%' %.+($ 0#B10 0#C14 (.%%' (.'%, (.'$& -.(( ).((

?er 5oja $ 0#C0

L%6; M%. (s .as%s) = >#4 m

$a;% .as%s R%aas:

Entrada Lte M = 5#12C $*)&= 5#00 m

Salida Lts T = B#1C4 $*)&= B#00 m

L%6; T%a a N;3a s.;;.a = 14#4 m

A<% a.6aa W = 5 s = 1#524

Q # D$%&

@ Ham+/s" m"

2#000 (.),

1#50 (.)%

1#500 (.-)

1#250 (.-(

1#000 (.&&

0#50 (.+)

0#500 (.%*

0#250 (.$*

0#000 (.((

9 m+/s" b m" S m/m" ; m" T m" ? m/s" E$ m"

9 m+/s" b m" S m/m" ; m" T m" ? m/s" E- m"

W en pies2

critico =

(**c$c*:/ ) /& %*($/% $+$ $((*;$ ) P$($ < $((*;$ =

M inicial T >inal

(.((( (.-(( $.((( $.-(( %.((((.((

$a;a @= >/s6#

A 4 ; . a

W = 6' Q Pc

0.050 0.018 0.060 0.019

0.070 0.022 0.080 0.0240.090 0.026 0.100 0.027 0.110 0.030 0.120 0.032 0.130 0.0340.140 0.035 0.150 0.036 0.200 0.0430.250 0.0510.300 0.058 0.350 0.0640.400 0.070

0.450 0.075 0.500 0.080 0.600 0.095 0.700 0.110 0.800 0.120 0.900 0.130 1.000 0.140 1.200 0.160 1.500 0.180 2.000 0.230 2.500 0.260 3.000 0.280 3.500 0.340 4.000 0.350

$ANAL $D KALLEOS - @ = 2#00 >/s

! n H$ m" 6

%.((( +.%(( (.+&+ (.((%-) (.(++ 0#B2! +.)+( 0#C>1 (.),% $.$$& 0#>!

! n H% m"

%.((( +.%(( (.+&+ (.((%-) (.(++ 0#B2! +.)+( 0#C>1 (.),% $.$$&

Canal Rectangular 1 2 $/+ a $/% b 222223 1#21 1#!150C4! W = 1#524

$%%s S;.6a

%.;a $a*.a

9 2 +.,+) Ha

Ha = 0#B m 0#5B m ; crit 2 9/b"<%"/g"<$/+"

H* = 0#4 m

;c 2 =<%/g"<$/+"

P()*)$ ) C$(+$ # Pc = 0.230 m ,NOMOGRAMA ,1' - 8'

Altura de Cresta sobre el >ondo P = -0#04 m (S <a9 s3 a a saa - Ds3= P) Asumido 2 m.

= 0.171 m ,S* /& $ )/* $ $ $*)$ Asumido 2 0.200 m.

0#!5! m ,S* /& $ )/* $ $ $*)$

W A 2/> A $ D N H E

1#524 $.'*$% $.+%$ 1#C4> $.*%' %.+($ 0#B10 0#C14 (.%%' (.'%, (.'$& -.(( -.((

?er 5oja $ 0#C0

L%6; M%. (s .as%s) = >#4 m

$a;% .as%s R%aas:

Entrada Lte M = >#4! $*)&= 5#00 m

Salida Lts T = 4#!1> $*)&= 5#00 m

L%6; T%a a N;3a s.;;.a = 1>#4 m

A<% a.6aa W = 5 s = 1#524

Q # D$%&

@ Ham+/s" m"

2#000 (.),

1#50 (.)%

1#500 (.-)

1#250 (.-(

1#000 (.&&

0#50 (.+)

0#500 (.%*

0#250 (.$*

0#000 (.((

9 m+/s" b m" S m/m" ; m" T m" ? m/s" E$ m"

9 m+/s" b m" S m/m" ; m" T m" ? m/s" E- m"

W en pies2

critico =

(**c$c*:/ ) /& %*($/% $+$ $((*;$ ) P$($ < $((*;$ =

M inicial T >inal

(.((( (.-(( $.((( $.-(( %.((((.((

$a;a @= >/s6#

A 4 ; . a

W = 6' Q Pc

0.050 0.018 0.060 0.019

0.070 0.022 0.080 0.0240.090 0.026 0.100 0.027 0.110 0.030 0.120 0.032 0.130 0.0340.140 0.035 0.150 0.036 0.200 0.0430.250 0.0510.300 0.058 0.350 0.0640.400 0.070

0.450 0.075 0.500 0.080 0.600 0.095 0.700 0.110 0.800 0.120 0.900 0.130 1.000 0.140 1.200 0.160 1.500 0.180 2.000 0.230 2.500 0.260 3.000 0.280 3.500 0.340 4.000 0.350

$ANAL $D PAMPAS DE AE - @ = 2#00 >/sato

! n H$ m" 6

%.((( %.(&( (.$)% (.(($-( (.(++ 1#110 %.&(( 0#!11 $.$&& $.-$& 0#25

! n H% m"

%.((( %.(&( (.$)% (.((%(( (.(++ 1#005 %.+)) 0#C02 $.(&) $.-$&

E A<% a.6aa b/+ b/% Asumido 0Canal Rectangular 1 2 $/+ a $/% b 222223 0#!0 1#2 W = 1#524

Canal trape!oidal 1 2 %/+ T 222222223 1#B0

$%%s S;.6a

%.;a $a*.a

9 2 +.,+) Ha

D.a Ha: Tirante Cr:tico0Ha = 0#B m 0#5B m ; crit 2 9/b"<%"/g"<$/+"

H* = 0#4 m

;c 2 =<%/g"<$/+"

P()*)$ ) C$(+$ # Pc = 0.230 m ,NOMOGRAMA ,1' - 8'

Altura de Cresta sobre el >ondo P = 0#4>5 m (S <a9 s3 a a saa - Ds3= P) Asumido 2 m.

= 0.586 m ,S* /& $ )/* $ $ $*)$ Asumido 2 0.600 m.

1#>40 m ,S* /& $ )/* $ $ $*)$

W A 2/> A $ D N H E

1#524 $.'*$% $.+%$ 1#C4> $.*%' %.+($ 0#B10 0#C14 (.%%' (.'%, (.'$& +.(( +.((?er 5oja $ 0#C0

L%6; M%. (s .as%s) = >#4 m

$a;% .as%s R%aas:

Entrada Lte M = 0#51C $*)&= >#00 m

Salida Lts T = 1#5!> $*)&= >#00 m

L%6; T%a a N;3a s.;;.a = C#4 m

a..*a a*a%

A<% a.6aa W = 5 s = 1#524

Q # D$%&

@ Ham+/s" m"

2#000 (.),

1#50 (.)%

1#500 (.-)

1#250 (.-(

1#000 (.&&

0#50 (.+)

0#500 (.%*

0#250 (.$*

0#000 (.((

9 m+/s" b m" S m/m" ; m" T m" ? m/s" E$ m"

9 m+/s" b m" S m/m" ; m" T m" ? m/s" E- m"

W en pies2

critico =

(**c$c*:/ ) /& %*($/% $+$ $((*;$ ) P$($ < $((*;$ =

M inicial T >inal

(.((( (.-(( $.((( $.-(( %.((((.((

$a;a @= >/s6#

A 4 ; . a

W = 6' Q Pc

0.050 0.018 0.060 0.0190.070 0.022 0.080 0.024

0.090 0.026 0.100 0.027 0.110 0.030 0.120 0.032 0.130 0.0340.140 0.035 0.150 0.036 0.200 0.0430.250 0.0510.300 0.058 0.350 0.0640.400 0.070 0.450 0.075 0.500 0.080 0.600 0.095

0.700 0.110 0.800 0.120 0.900 0.130 1.000 0.140 1.200 0.160 1.500 0.180 2.000 0.230 2.500 0.260 3.000 0.280 3.500 0.340 4.000 0.350

$ANAL L1 ALOKIN @ = 1#B0 >/sato

! n H$ m" 6

$.)(( $.%++ (.&)- (.((-+*+ (.(++ 0#C> $.',$ 1#>! (.*'$ $.%)& 0#515

Da%s $aa A6;as A*a%

! n H% m"

$.)(( $.%++ (.&)- (.((-+* (.(++ 0#C> $.',$ $.+*, (.*'$ $.%)&

Canal Rectangular 1 2 $/+ a $/% b 222223 0#BB 0#C!5B>2 W = 1#21C

Tabla de 4ars5all 4 1#21C m

$%%s S;.6a

%.;a $a*.a

9 2 %.'-, Ha

Ha 2 0#B! m 0#5B m ; crit 2 9/b"<%"/g"<$/+"

Hb 2 (.&, m

;c 2 =<%/g"<$/+"

P()*)$ ) C$(+$ # Pc = 0.260 m ,NOMOGRAMA ,1' - 8'

Altura de Cresta sobre el >ondo P = 0#115 m (S <a9 s3 a a saa - Ds3= P) Asumido 2 m.

P = 0.319 m ,S* /& $ )/* $ $ $*)$ Asumido 2 0#>50 m.

1#05> m ,S* /& $ )/* $ $ $*)$

W A 2/> A $ D N H E

1#21C $.*%' $.%$' 1#C> $.-%& $.'+) 0#B10 0#C14 (.%%' (.'%, (.'$& +.(( +.((

?er 5oja $ 0#C0

L%6; M%. (s .as%s) = >#>2 m

$a;% .as%s R%aas:

Entrada Lte M = 1#0B! $*)&= >#00 m

Salida Lts T = 1#CC $*)&= >#00 m

L%6; T%a a N;3a s.;;.a = C#>2 m

a..*a a*a%

A<% a.6aa W = 4 s = 1#21C

9 0 ato

@ Ham+/s" m"

$.)(( (.)*$.-(( (.)-

$.&(( (.)%

$.((( (.-(

(.'(( (.&,

(.*(( (.&&

(.,(( (.&(

(.)(( (.+)

(.&(( (.%*

(.%(( (.$*

(.$(( (.$%

(.((( (.((

9 m+/s" b m" S m/m" ; m" T m" ? m/s" E$ m"

9 m+/s" b m" S m/m" ; m" T m" ? m/s" E- m"

W en pies2

critico =

Verificación del nuevo tirante aguas arriba del Parshall < $((*;$ =

M inicial T >inal

(.((( (.%(( (.&(( (.)(( (.*(( $.((( $.%(( $.&((

$;.3a :1 $a4*.a)2 "MEDIDOR PARSHALL"

Caudal 92 m+/seg.

A 4 ; . a

Elaborado Ing. J. Linares $-0&'0(&($/%'/%($)

PERDIDA DE CARGA #W = 4'

Q Pc 0.050 0.025 0.060 0.028 0.070 0.0310.080 0.033

0.090 0.036 0.100 0.0390.110 0.042 0.120 0.045 0.130 0.048 0.140 0.0490.150 0.050 0.200 0.062 0.250 0.066 0.300 0.070 0.350 0.085 0.400 0.100 0.450 0.115 0.500 0.130 0.600 0.140

0.700 0.155 0.800 0.170 0.900 0.180 1.000 0.190 1.200 0.225 1.500 0.260 2.000 0.310 2.500 0.370 3.000 0.400 3.500 4.000

$ANAL L2 @INTA LA LORIA @ = 1#50 >/sato

! n H$ m" 6

$.-(( $.-(( (.+)* (.((--( (.(++ 0#BC1 %.((* 1#2>B (.,)' $.%$& 0#44B

Da%s $aa A6;as A*a%

! n H% m"

$.-(( $.-(( (.+)* (.((*'& (.(++ 0#5C2 $.'+) $.&,% (.,(+ $.%$&

Canal Rectangular 1 2 $/+ a $/% b 222223 0#B 1#0041C! W = 1#21C

Tabla de 4ars5all 4 1#21C m

$%%s S;.6a

%.;a $a*.a

9 2 %.'-, Ha

Ha 2 0#B5 m 0#54 m ; crit 2 9/b"<%"/g"<$/+"

Hb 2 (.&) m

;c 2 =<%/g"<$/+"

P()*)$ ) C$(+$ # Pc = 0.260 m ,NOMOGRAMA ,1' - 8'

Altura de Cresta sobre el >ondo P = 0#041 m (S <a9 s3 a a saa - Ds3= P) Asumido 2 m.

P = 0.137 m ,S* /& $ )/* $ $ $*)$ Asumido 2 0#>00 m.

0#C51 m ,S* /& $ )/* $ $ $*)$

W A 2/> A $ D N H E

1#21C $.*%' $.%$' 1#C> $.-%& $.'+) 0#B10 0#C14 (.%%' (.'%, (.'$& +.(( +.((

?er 5oja $ 0#C0

L%6; M%. (s .as%s) = >#>2 m

$a;% .as%s R%aas:

Entrada Lte M = 1#0>1 $*)&= >#00 m

Salida Lts T = 1#CB0 $*)&= >#00 m

L%6; T%a a N;3a s.;;.a = C#>2 m

a..*a a*a%

A<% a.6aa W = 4 s = 1#21C

9 0 ato

@ Ham+/s" m"

$.-(( (.)-$.&(( (.)%

$.((( (.-(

(.'(( (.&,

(.*(( (.&&

(.,(( (.&(

(.)(( (.+)

(.&(( (.%*

(.%(( (.$*

(.$(( (.$%

(.((( (.((

9 m+/s" b m" S m/m" ; m" T m" ? m/s" E$ m"

9 m+/s" b m" S m/m" ; m" T m" ? m/s" E- m"

W en pies2

critico =

M inicial T >inal

(.((( (.%(( (.&(( (.)(( (.*(( $.((( $.%(( $.&((

$;.3a :1 $ a4*.a)2 "MEDIDOR PARSHALL"

Caudal 92 m+/seg.

A 4 ; . a

MEDIDOR PARSHALL (W = >G)( ;% L*.)

$ANAL L1 EL ALTO @ = 0#B4 >/sato

! n H$ m" 6

(.)&( $.)*) (.&'% (.(($$- (.(++ 0#5C0 %.%), 1#2>B (.))* $.%$& 0#44B

Da%s $aa A6;as A*a%

! n H% m"

(.)&( $.)*) (.&'% (.(($$- (.(++ 0#5C0 %.%), $.&,% (.,($ $.%$&

Canal Rectangular 1 2 $/+ a $/% b 222223 0#B 1#1>>B5 W = 0#C14

Tabla de 4ars5all > 0#C14 m

$%%s S;.6a

%.;a $a*.a

9 2 %.$*, Ha

Ha 2 0#4B m 0#> m ; crit 2 9/b"<%"/g"<$/+"

Hb 2 (.+% m

;c 2 =<%/g"<$/+"

P()*)$ ) C$(+$ # Pc = 0.180 m ,NOMOGRAMA ,1' - 8'

Altura de Cresta sobre el >ondo P = 0#1>4 m (S <a9 s3 a a saa - Ds3= P) Asumido 2 m.

P = 0.271 m ,S* /& $ )/* $ $ $*)$ Asumido 2 0#>00 m.

0#0 m ,S* /& $ )/* $ $ $*)$

W A 2/> A $ D N H E

0#C14 $.),)& $.$$* 1#B44 $.%$' $.-,% 0#B10 0#C14 (.%%' (.'%, (.'$& -.(( ).((

?er 5oja $ 0#C0

L%6; M%. (s .as%s) = >#1 m

$a;% .as%s R%aas:

Entrada Lte M = 2#C54 $*)&= 5#00 m

Salida Lts T = >#4C $*)&= B#00 m

L%6; T%a a N;3a s.;;.a = 14#1 m

a..*a a*a%

A<% a.6aa W = > s = 0#C14

9 0 ato

@ Ham+/s" m"

$.-(( (.,'$.&(( (.,-

$.((( (.)$

(.'(( (.-,

(.*(( (.-+

(.,(( (.&*

(.)(( (.&&

(.&(( (.+&

(.%(( (.%%

(.$(( (.$&

(.((( (.((

9 m+/s" b m" S m/m" ; m" T m" ? m/s" E$ m"

9 m+/s" b m" S m/m" ; m" T m" ? m/s" E- m"

W en pies2

critico =

M inicial T >inal

(.((( (.%(( (.&(( (.)(( (.*(( $.((( $.%(( $.&((

$;.3a :1 $a4*.a)2 "MEDIDOR PARSHALL"

Caudal 92 m+/seg.

A 4 ; . a

PERDIDA DE CARGA #W = 3'

Q Pc 0.050 0.030 0.060 0.035 0.070 0.0390.080 0.042

0.090 0.046 0.100 0.050 0.110 0.055 0.120 0.060 0.130 0.0630.140 0.0640.150 0.065 0.200 0.080 0.250 0.090 0.300 0.100 0.350 0.120 0.400 0.140 0.450 0.150 0.500 0.160 0.600 0.180

0.700 0.195 0.800 0.210 0.900 0.230 1.000 0.250 1.200 0.290 1.500 0.330 2.000 0.400 2.500 0.450 3.000 3.500 4.000

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