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 !')
a
D $
W
A H
M T Canal Arriba Transición entrada Entrada Garganta Salida Transición salida Canal Abajo
Rampa de subida Hori!ontal"
P
E H2 canal
Ha H*
P
# ,
H1 canal
a..*a
a*a%
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Ing. Jorge Linares E.
(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*
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Ing. Jorge Linares E.
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
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Ing. Jorge Linares E.
30.000 0#!02 0#1 0#B14 0#4C1 0#404 0#>40 0#254 0#1CC
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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.$$% ."7
F & 1.
TANTEANDO:0.681
T = 2.2000 '( & )2 1*%
A = 1.4987 +
P = 3.5625
R = 0.4207 F & V
1.1#%" + . ' 1*2
1.1#%7
0.0000 (Haciendo CERO)
) & Q*b & .#"
'( & 1*% Cana, R(an+/,a0
+
F & V Cana, 0(an+/,a0
+ . ' 1*2
TIRANTE NORMAL - Q mn TIRANTE CRITICO
Q b Z n S A T P R V F
1.774 2.2 .1! .1 ."#1 1.4$## 2.2 %.!"2" .427 1.1#4 .7!27 .4!# .4! 1.$$% ."7
F & 1.
TANTEANDO:
0.681
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)
V1 &
V2 &
1 ! "
)3
' n En ' ( V( E(
Y n = (Tirante Normal)
V1 &
V2 &
1 - V2 &
)3
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CALCULO DE CANAL TRAPEZOIDAL
TIRANTE NORMAL - Q max TIRANTE CRITICO
Q b Z n S A T P R V F
1.2 1.! 1.! .2! .! .7$# 2.1!%% %.#$4$ 4.%7#% .4$1# .!!7 .#141 .2%$ .%!" 1."!# .4$"
F & 1.
TANTEANDO:0.#$8 '( & .%!"
T = 3.8949 T = 2.5678
A = 2.1533 A = 0.7240
P = 4.3783 P = 2.7834
R = 0.4918 R = 0.2601
.!!7% (%annin&) V & 1."!7"
.!!7% ( = 'A)
. (Haciendo CERO)
) & Q * b & .# Condicin de A
R*&imen Cr+tico : + T
F & V (C,lc-lo de ro-de en
+ . A 1*2 Canal Tra/eoidal) 0.1468 (Hacien
T + 555 CERO
0.1478
T
TIRANTE NORMAL - Q mn TIRANTE CRITICO
Q b Z n S A T P R V F
1. 1.7 .! .1! .1 .4$" .$""2 2.1$" 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
T
' n En ' ( V( E(
Y n = (Tirante Normal) FFF 2n&re3ar 4alor
V1 &
V2 &
- V2 &
Q3 &
Q3 &
A &
' n En ' ( V( E(
Y n = (Tirante Normal) FFF 2n&re3ar 4alor
V1 &
V2 &
- V2 &
Q3 &
Q3 &
A &
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MEDIDOR PARSHALL (W = 15G)( ;% L*.)
$ANAL A$ALA - @ = 12#00 >/sato
Da%s $aa A6;as a..*a Respuesta
H1 ()
$%.((( *.$-( (.)&, (.(((', (.(++ 1#>4 '.*'% 0#C! $.+', %.$$* (.%,$&
Da%s $aa A6;as A*a%
H2 ()
$%.((( *.$-( (.)&, (.(((', (.(++ 1#>4 '.*'% (.'*, $.+', %.+,'
E A<% a.6aa b/+ b/% Asumido 0
Canal Rectangular 1 2 $/+ a $/% b 222223 >#>0 4#C4B15B1 W = 4#52
Canal trape!oidal 1 2 %/+ T 222222223 B#5C
Tabla de 4ars5all 15 4#52 m
$%%s S;.6a
6lujo Libre S 2 Ha / Hb 27 *(8 S = (.*
%.;a $a*.a
$.)((
9 2 $(.'-* Ha
D.a Ha: Tirante Cr:tico0
Ha 2 1#0B m 0#!C m ; crit 2 9/b"<%"/g"<$/+"
Hb 2 (.*- m
;c 2 =<%/g"<$/+"
P.a $a.6a : P = 0#>>> m (%.;a 10' - 50')
Altura de Cresta sobre el >ondo P = 0#2!C m (S <a9 s3 a a saa - Ds3= P) Asumido 2 m.
, = 0#550 m (S % <a9 s3 a a saa) Asumido 2 0#550 m.
1#B!0 m (S % <a9 s3 a a saa)
Ds N%.aaa A8%.a%. Pa.s<a (s6J Ta*as)
W A a $ D N H E
4#52 #1 2#>> #B20 5#5!! #B2 1#21C >#04! 0#45 >#0C1 1#!2C !#20 12#!0
?er 5oja $ 1#!0
L%6; M%. (s .as%s) = 11#!! m
$a;% .as%s R%aas:
Entrada Lte M = #>> as;%= !#20 m
Salida Lts T = 12#1! as;%= 12#!0 m
L%6; T%a a N;3a s.;;.a = >2#!! m
Ha
a
W
D $
A H
M T
Transición entrada Con@ergente Garganta i@ergente Transicion salida
E P
H1 $aa Ha H* H2 $aa a..*a a*a%
N
,
M T
Canal Transición entrada Con@ergente Garganta i@ergente Transicion salida Canal
A<% a.6aa W = 15 s = 4#52
Q # D$%&
@ Ham+/s" m"
12#000 $.()
11#000 $.((
10#000 (.'&
C#000 (.**
!#000 (.*%#000 (.,)
B#000 (.)'
5#000 (.)$
4#000 (.-+
>#000 (.&-
2#000 (.+-
1#000 (.%%
@ (>/s) * () S (/) () T () K (/s) E1 ()
@ (>/s) * () S (/) () T () K (/s) E5 ()
W en pies2
critico =
?eri>icación del nue@o tirante aguas arriba del 4ars5all a..*a =
M inicial T >inal
P 1
( $ % + & - ) , * ' $( $$ $%
(
(.$
(.%
(.+
(.&
(.-
(.)
(.,
(.*
(.'
$
$.$
$;.3a $a*.a "MEDIDOR PARSHALL"
$a;a @= >/s 6#
A 4 ; . a
< = #
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0#000 (.((
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MEDIDOR PARSHALL (W = 15G)( ;% L*.)
$ANAL $D PAIAN - @ = 10#00 >/sato
Da%s $aa A6;as a..*a Respuesta
H1 ()
$(.((( +.&), (.-%' (.((-%$ (.(++ 1#25C &.,'* 1#C2> $.&&, %.$&& (.-&,%
Da%s $aa A6;as A*a%
H2 ()
$(.((( +.&), (.-%' (.((-%$ (.(++ 1#25C &.,'* $.'%+ $.&&, %.&%'
E A<% a.6aa b/+ b/% Asumido 0
Canal Rectangular 1 2 $/+ a $/% b 222223 1#B0 2#>CC0114C W = 4#52
Canal trape!oidal 1 2 %/+ T 222222223 >#20
Tabla de 4ars5all 15 4#52 m
$%%s S;.6a6lujo Libre S 2 Ha / Hb 27 *(8 S = (.*
%.;a $a*.a
$.)((
9 2 $(.'-* Ha
D.a Ha: Tirante Cr:tico0
Ha 2 0#C4 m 0#C m ; crit 2 9/b"<%"/g"<$/+"
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)
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 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
Ha
a
W
D $
A H
M T
Transición entrada Con@ergente Garganta i@ergente Transicion salida
E P
H1 $aa Ha H* H2 $aa
a..*a a*a%
N
,
M T
Canal Transición entrada Con@ergente Garganta i@ergente Transicion salida Canal
A<% a.6aa W = 15 s = 4#52
Q # D$%&
@ 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 =
?eri>icación del nue@o tirante aguas arriba del 4ars5all a..*a =
M inicial T >inal
P 1
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 .
![Page 10: Calculos-parshall-tabla y Curvas-jle de Chicama](https://reader035.vdocuments.site/reader035/viewer/2022062504/56d6bf701a28ab3016963d1f/html5/thumbnails/10.jpg)
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0#000 (.((
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MEDIDOR PARSHALL (W = 12G)( ;% L*.)
$ANAL $D A$ALA - @ = !#00 >/s ato
Da%s $aa A6;as a..*a - T.a% 1 Respuesta
H1 ()
*.((( ,.+'+ (.(++ (.(((,- (.(++ 1#202 ,.&,+ 0#!0 $.%+- %.(%& 0#2>4C
Da%s $aa A6;as A*a% - T.a% 2
H2 ()
*.((( ,.+'+ (.(++ (.(((,- (.(++ 1#202 ,.&,+ 0#!0 $.%+- %.(%&
E A<% a.6aa b/+ b/% Asumido 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
6lujo Libre S 2 Ha / Hb 27 *(8 S = (.*
%.;a $a*.a
$.)((
9 2 *.*)$ Ha
D.a Ha: Tirante Cr:tico0
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)
Ds N%.aaa A8%.a%. Pa.s<a (s6J Ta*as)
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
Ha
a
W
D $
A H
M T
Transición entrada Con@ergente Garganta i@ergente Transicion salida
E P
H1 $aa Ha H* H2 $aa a..*a a*a%
N
,
M T
Canal Transición entrada Con@ergente Garganta i@ergente Transicion salida Canal
A<% a.6aa W = 12 s = >#B5!
Q # D$%&
@ 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 =
?eri>icación del nue@o tirante aguas arriba del 4ars5all a..*a =
M inicial T >inal
P 1
( $ % + & -
(
(.$
(.%
(.+
(.&
(.-
(.)
(.,
(.*
$;.3a $a*.a "MEDIDOR PARSHALL"
$a;a @= >/s 6#
A 4 ; . a
< = #
![Page 12: Calculos-parshall-tabla y Curvas-jle de Chicama](https://reader035.vdocuments.site/reader035/viewer/2022062504/56d6bf701a28ab3016963d1f/html5/thumbnails/12.jpg)
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MEDIDOR PARSHALL (W = 12G)( ;% L*.)
$ANAL $D MADALENA DE $AO - @ = B#00 >/s
atoDa%s $aa A6;as a..*a - T.a% 1 Respuesta
H1 ()
).((( -.)-) (.)+- (.((-)- (.(++ 0#B4C ).&*$ 1#524 (.,), $.,%& 0#B041
Da%s $aa A6;as A*a% - T.a% 2
H2 ()
).((( -.)-) (.)+- (.((-)- (.(++ 0#B4C ).&*$ 1#524 (.,), $.,%&
E A<% a.6aa b/+ b/% Asumido 0
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
$%%s S;.6a6lujo Libre S 2 Ha / Hb 27 *(8 S = (.*
%.;a $a*.a
$.)((
9 2 *.*)$ Ha
D.a Ha: Tirante Cr:tico0
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#024 m (S % <a9 s3 a a saa) Asumido 2 0#200 m.
0#!C> 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
>#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
Ha
a
W
D $
A H
M T
Transición entrada Con@ergente Garganta i@ergente Transicion salida
E P
H1 $aa Ha H* H2 $aa
a..*a a*a%N
,
M T
Canal Transición entrada Con@ergente Garganta i@ergente Transicion salida Canal
A<% a.6aa W = 12 s = >#B5!
Q # D$%&
@ Ha
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 =
?eri>icación del nue@o tirante aguas arriba del 4ars5all a..*a =
M inicial T >inal
P 1
( $ % + & - )
(
(.$
(.%
(.+
(.&
(.-
(.)
(.,
(.* $;. 3a $a*. a "MEDIDOR PARSHALL"
$a;a @= >/s6#
A 4 ; . a
< = #
![Page 13: Calculos-parshall-tabla y Curvas-jle de Chicama](https://reader035.vdocuments.site/reader035/viewer/2022062504/56d6bf701a28ab3016963d1f/html5/thumbnails/13.jpg)
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MEDIDOR PARSHALL (W = 10G)( ;% L*.)
$ANAL $D MADALENA DE $AO - @ = 5#00 >/s
atoDa%s $aa A6;as a..*a - T.a% 1 Respuesta
H1 ()
-.((( +.'(( (.-() (.(((-( (.(++ 1#55 -.&'+ 0#BB $.-'* %.%)' 0#11C
Da%s $aa A6;as A*a% - T.a% 2
H2 ()
-.((( +.'(( (.-() (.(((-( (.(++ 1#55 -.&'+ 0#BB $.-'* %.%)'
E A<% a.6aa b/+ b/% Asumido 0
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
6lujo Libre S 2 Ha / Hb 27 *(8 S = (.*
%.;a $a*.a
$.)((
9 2 ,.&)+ Ha
D.a Ha: Tirante Cr:tico0
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#04 m (S % <a9 s3 a a saa) Asumido 2 1#050 m.
1#!1B 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
>#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
Ha
a
W
D $
A H
M T
Transición entrada Con@ergente Garganta i@ergente Transicion salida
E P
H1 $aa Ha H* H2 $aa
a..*a a*a%N
,
M T
Canal Transición entrada Con@ergente Garganta i@ergente Transicion salida Canal
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 =
?eri>icación del nue@o tirante aguas arriba del 4ars5all a..*a =
M inicial T >inal
P 1
( $ % + & -
(
(.$
(.%
(.+
(.&
(.-
(.)
(.,
(.*
$;.3a $a*.a "MEDIDOR PARSHALL"
$a;a @= >/s 6#
A 4 ; . a
< = #
![Page 15: Calculos-parshall-tabla y Curvas-jle de Chicama](https://reader035.vdocuments.site/reader035/viewer/2022062504/56d6bf701a28ab3016963d1f/html5/thumbnails/15.jpg)
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MEDIDOR PARSHALL (W = 10G)( ;% L*.)
$ANAL SAN A$INTO 0+0B0 - @ = 4#!0 >/s
atoDa%s $aa A6;as a..*a - T.a% 1 Respuesta
H1 ()
&.*(( %.$)( (.&(% (.(()(( (.(++ 1#0!0 +.(%* 1#14 $.%+( $.-)' 0#52B
Da%s $aa A6;as A*a% - T.a% 2
H2 ()
&.*(( %.$)( (.&(% (.($($, (.(++ 0#C15 %.*'- 2#05 $.$+& $.-)'
E A<% a.6aa b/+ b/% Asumido 0
Canal Rectangular 1 2 $/+ a $/% b 222223 1#01 1#51>!BB0C W = >#04!
Canal trape!oidal 1 2 %/+ T 222222223 2#02
Tabla de 4ars5all 10 >#04! 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 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)
Ds N%.aaa A8%.a%. Pa.s<a (s6J Ta*as)
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
Ha
a
W
D $
A H
M T
Transición entrada Con@ergente Garganta i@ergente Transicion salida
E P
H1 $aa Ha H* H2 $aa
a..*a a*a%
N
,
M T
Canal Transición entrada Con@ergente Garganta i@ergente Transicion salida Canal
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 =
?eri>icación del nue@o tirante aguas arriba del 4ars5all a..*a =
M inicial T >inal
P 1
( $ % + & -
(
(.$
(.%
(.+
(.&
(.-
(.)
(.,
(.*
$;.3a $a*.a "MEDIDOR PARSHALL"
$a;a @= >/s 6#
A 4 ; . a
< = #
![Page 16: Calculos-parshall-tabla y Curvas-jle de Chicama](https://reader035.vdocuments.site/reader035/viewer/2022062504/56d6bf701a28ab3016963d1f/html5/thumbnails/16.jpg)
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MEDIDOR PARSHALL (W = 10G)( ;% L*.)
$ANAL $D PAIAN (MA$AI) - @ = 4#00 >/s
atoDa%s $aa A6;as a..*a - T.a% 1 Respuesta
H1 ()
&.((( %.-&( (.&), (.((%&) (.(++ 1#120 +.-*- 1#1BB $.$*' $.*)' 0#>51C
Da%s $aa A6;as A*a% - T.a% 2
H2 ()
&.((( %.-&( (.&), (.((%&) (.(++ 1#120 +.-*- 1#1BB $.$*' $.*)'
E A<% a.6aa b/+ b/% Asumido 0
Canal Rectangular 1 2 $/+ a $/% b 222223 1#20 1#C2BBBB W = >#04!
Canal trape!oidal 1 2 %/+ T 222222223 2#>C
Tabla de 4ars5all 10 >#04! 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 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)
Ds N%.aaa A8%.a%. Pa.s<a (s6J Ta*as)
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
Ha
a
W
D $
A H
M T
Transición entrada Con@ergente Garganta i@ergente Transicion salida
E P
H1 $aa Ha H* H2 $aa
a..*a a*a%
N
,
M T
Canal Transición entrada Con@ergente Garganta i@ergente Transicion salida Canal
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 =
?eri>icación del nue@o tirante aguas arriba del 4ars5all a..*a =
M inicial T >inal
P 1
( $ % + & -
(
(.$
(.%
(.+
(.&
(.-
(.)
(.,
(.*
$;.3a $a*.a "MEDIDOR PARSHALL"
$a;a @= >/s 6#
A 4 ; . a
< = #
![Page 17: Calculos-parshall-tabla y Curvas-jle de Chicama](https://reader035.vdocuments.site/reader035/viewer/2022062504/56d6bf701a28ab3016963d1f/html5/thumbnails/17.jpg)
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MEDIDOR PARSHALL (W = 10G)( ;% L*.)
$ANAL $D P@IO (A6;a a*a% a T%a L%s L%s) - @ = 4#00 >/s
atoDa%s $aa A6;as a..*a - T.a% 1 Respuesta
H1 ()
&.((( +.%%- (.&++ (.((-(, (.(++ 0#B! +.*'$ 1#4B2 (.*,, $.&)' 0#5>2
Da%s $aa A6;as A*a% - T.a% 2
H2 ()
&.((( +.%%- (.&++ (.((-(, (.(++ 0#B! +.*'$ 1#4B2 (.*,, $.&)'
E A<% a.6aa b/+ b/% Asumido 0
Canal Rectangular 1 2 $/+ a $/% b 222223 1#>0 1#C45> W = >#04!
Canal trape!oidal 1 2 %/+ T 222222223 2#5C
Tabla de 4ars5all 10 >#04! m
$%%s S;.6a6lujo Libre S 2 Ha / Hb 27 *(8 S = (.*
%.;a $a*.a
$.)((
9 2 ,.&)+ Ha
D.a Ha: Tirante Cr:tico0
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)
Ds N%.aaa A8%.a%. Pa.s<a (s6J Ta*as)
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
Ha
a
W
D $
A H
M T
Transición entrada Con@ergente Garganta i@ergente Transicion salida
E P
H1 $aa Ha H* H2 $aa
a..*a a*a%N
,
M T
Canal Transición entrada Con@ergente Garganta i@ergente Transicion salida Canal
A<% a.6aa W = 10 s = >#04!
Q # D$%&
@ Ha
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
P 1
( $ % + & -
(
(.$
(.%
(.+
(.&
(.-
(.)
(.,
(.*
$;. 3a $a*. a "MEDIDOR PARSHALL"
$a;a @= >/s 6#
A 4 ; . a
< = #
![Page 18: Calculos-parshall-tabla y Curvas-jle de Chicama](https://reader035.vdocuments.site/reader035/viewer/2022062504/56d6bf701a28ab3016963d1f/html5/thumbnails/18.jpg)
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MEDIDOR PARSHALL (W = 10G)( ;% L*.)
$ANAL RIO MA$AI - @ = 4#00 >/sato
Da%s $aa A6;as a..*a - T.a% 1 Respuesta
H1 ()
&.((( &.(), (.*$, (.(((** (.(++ 1#0B -.*$$ 0#5! $.(') $.)(' 0#2>4>
Da%s $aa A6;as A*a% - T.a% 2
H2 ()
&.((( &.(), (.*$, (.(((** (.(++ 1#0B -.*$$ (.,-* $.(') $.*$'
E A<% a.6aa b/+ b/% Asumido 0
Canal Rectangular 1 2 $/+ a $/% b 222223 1#C4 2#C05401 W = >#04!
Canal trape!oidal 1 2 %/+ T 222222223 >#!
Tabla de 4ars5all 10 >#04! 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 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)
Ds N%.aaa A8%.a%. Pa.s<a (s6J Ta*as)
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
Ha
a W
D $
A H
M T
Transición entrada Con@ergente Garganta i@ergente Transicion salida
E P
H1 $aa Ha H* H2 $aa
a..*a a*a%
N
,
M T
Canal Transición entrada Con@ergente Garganta i@ergente Transicion salida Canal
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 =
?eri>icación del nue@o tirante aguas arriba del 4ars5all a..*a =
M inicial T >inal
P 1
(.((( (.-(( $.((( $ .-(( % .((( % .-(( +.((( +.-(( &.(((
(.((
(.$(
(.%(
(.+(
(.&(
(.-(
(.)(
(.,(
(.*(
$;.3a $a*.a "MEDIDOR PARSHALL"
$a;a @= >/s6#
A l t u r a
5 2 m .
![Page 19: Calculos-parshall-tabla y Curvas-jle de Chicama](https://reader035.vdocuments.site/reader035/viewer/2022062504/56d6bf701a28ab3016963d1f/html5/thumbnails/19.jpg)
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MEDIDOR PARSHALL (W = 10G)( ;% L*.)
$ANAL L1 TAMARINDO - @ = 4#00 >/sato
Da%s $aa A6;as a..*a - T.a% 1 Respuesta
H1 ()
&.((( %.-&( (.$)- (.((%$- (.(++ 1#>14 %.',& 1#105 $.+,) $.*-) 0#>0
Da%s $aa A6;as A*a% - T.a% 2
H2 ()
&.((( %.-&( (.$)- (.((%$- (.(++ 1#>14 %.',& $.$(- $.+,) %.()'
E A<% a.6aa b/+ b/% Asumido 0
Canal Rectangular 1 2 $/+ a $/% b 222223 0#CC 1#4!B!1 W = >#04!
Canal trape!oidal 1 2 %/+ T 222222223 1#C!
Tabla de 4ars5all 10 >#04! 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 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)
Ds N%.aaa A8%.a%. Pa.s<a (s6J Ta*as)
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
Ha
a W
D $
A H
M T
Transición entrada Con@ergente Garganta i@ergente Transicion salida
E P
H1 $aa Ha H* H2 $aa
a..*a a*a%
N
,
M T
Canal Transición entrada Con@ergente Garganta i@ergente Transicion salida Canal
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 =
?eri>icación del nue@o tirante aguas arriba del 4ars5all a..*a =
M inicial T >inal
P 1
(.((( (.-(( $.((( $.-(( %.((( %.-(( +.((( +.-(( &.(((
(.((
(.$(
(.%(
(.+(
(.&(
(.-(
(.)(
(.,(
(.*(
$;.3a $a*.a "MEDIDOR PARSHALL"
$a;a @= >/s6#
A l t u r a
5 2 m .
![Page 20: Calculos-parshall-tabla y Curvas-jle de Chicama](https://reader035.vdocuments.site/reader035/viewer/2022062504/56d6bf701a28ab3016963d1f/html5/thumbnails/20.jpg)
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MEDIDOR PARSHALL (W = G)( ;% L*.)
$ANAL L1 LA ARRAN$A - @ = >#00 >/sato
Da%s $aa A6;as a..*a - T.a% 1 Respuesta
! n H$ m" 6
+.((( $.)++ (.+(( (.((%,- (.(++ 1#>04 %.&$) 1#1>! $.+,( $.-$' 0#>1!2
Da%s $aa A6;as A*a% - T.a% 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* /& $ )/* $ $ $*)$
Ds N%.aaa A8%.a%. Pa.s<a (s6J Ta*as)
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
Ha
2/> A
W
D $
A H
M T
Transición entrada Con@ergente Garganta i@ergente Transicion salida
E PH1 $aa Ha H* H2 $aa
a..*a a*a%
N
,
M T
Canal Transición entrada Con@ergente Garganta i@ergente Transicion salida Canal
(Da%)
A<% a.6aa W = s = 2#1>4
9 0 ato
@ Ha
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
P 1
(.((( (.-(( $.((( $.-(( %.((( %.-(( +.(((
(.((
(.$(
(.%(
(.+(
(.&(
(.-(
(.)(
(.,(
$;. 3a :1 $a4*. a)2 "MEDIDOR PARSHALL "
$a;:a4 @= >/s16 #
A 4 ; . a
< = #
![Page 21: Calculos-parshall-tabla y Curvas-jle de Chicama](https://reader035.vdocuments.site/reader035/viewer/2022062504/56d6bf701a28ab3016963d1f/html5/thumbnails/21.jpg)
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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
![Page 22: Calculos-parshall-tabla y Curvas-jle de Chicama](https://reader035.vdocuments.site/reader035/viewer/2022062504/56d6bf701a28ab3016963d1f/html5/thumbnails/22.jpg)
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MEDIDOR PARSHALL (W = 5G)( ;% L*.)
$ANAL L2 ALPA 2 - @ = 2#00 >/s
ato
Da%s $aa A6;as a..*a - T.a% 1 Respuesta
! n H$ m" 6
%.((( +.-+* (.&%, (.((%$% (.(++ 0#B15 &.()+ 0#!5B (.)-% $.%$& 0#>5
Da%s $aa A6;as A*a% - T.a% 2
! n H% m"
%.((( +.-+* (.&%, (.((%$% (.(++ 0#B15 &.()+ 0#!5B (.)-% $.%$&
E A<% a.6aa b/+ b/% Asumido 0
Canal Rectangular 1 2 $/+ a $/% b 222223 1#>5 2#0>1B12C W = 1#524
Canal trape!oidal 1 2 %/+ T 222222223 2#1
Tabla de 4ars5all 5 1#524 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 = 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* /& $ )/* $ $ $*)$
Ds N%.aaa A8%.a%. Pa.s<a (s6J Ta*as)
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
Ha
2/> A
W
D $
A H
M T
Transición entrada Con@ergente Garganta i@ergente Transicion salida
E P
H1 $aa Ha H* H2 $aa a..*a a*a%
N
,
M T
Canal Transición entrada Con@ergente Garganta i@ergente Transicion salida Canal
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
P 1
(.((( (.-(( $.((( $.-(( %.((((.((
(.(-
(.$(
(.$-
(.%(
(.%-
(.+(
(.+-
(.&(
(.&-
(.-(
(.--
(.)(
(.)-
(.,(
$;.3a $a*.a "MEDIDOR PARSHALL"
$a;a @= >/s6#
A 4 ; . a
< = #
![Page 23: Calculos-parshall-tabla y Curvas-jle de Chicama](https://reader035.vdocuments.site/reader035/viewer/2022062504/56d6bf701a28ab3016963d1f/html5/thumbnails/23.jpg)
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DAOS DE" NOMOGRAMA# ,NO OCARPERDIDA DE CARGA #
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
![Page 25: Calculos-parshall-tabla y Curvas-jle de Chicama](https://reader035.vdocuments.site/reader035/viewer/2022062504/56d6bf701a28ab3016963d1f/html5/thumbnails/25.jpg)
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MEDIDOR PARSHALL (W = 5G)( ;% L*.)
$ANAL $D KALLEOS - @ = 2#00 >/s
ato
Da%s $aa A6;as a..*a - T.a% 1 Respuesta
! n H$ m" 6
%.((( +.%(( (.+&+ (.((%-) (.(++ 0#B2! +.)+( 0#C>1 (.),% $.$$& 0#>!
Da%s $aa A6;as A*a% - T.a% 2
! n H% m"
%.((( +.%(( (.+&+ (.((%-) (.(++ 0#B2! +.)+( 0#C>1 (.),% $.$$&
E A<% a.6aa b/+ b/% Asumido 0
Canal Rectangular 1 2 $/+ a $/% b 222223 1#21 1#!150C4! W = 1#524
Canal trape!oidal 1 2 %/+ T 222222223 2#42
Tabla de 4ars5all 5 1#524 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 = 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* /& $ )/* $ $ $*)$
Ds N%.aaa A8%.a%. Pa.s<a (s6J Ta*as)
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
Ha
2/> A
W
D $
A H
M T
Transición entrada Con@ergente Garganta i@ergente Transicion salida
E P
H1 $aa Ha H* H2 $aa a..*a a*a%
N
,
M T
Canal Transición entrada Con@ergente Garganta i@ergente Transicion salida Canal
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
P 1
(.((( (.-(( $.((( $.-(( %.((((.((
(.(-
(.$(
(.$-
(.%(
(.%-
(.+(
(.+-
(.&(
(.&-
(.-(
(.--
(.)(
(.)-
(.,(
$;.3a $a*.a "MEDIDOR PARSHALL"
$a;a @= >/s6#
A 4 ; . a
< = #
![Page 26: Calculos-parshall-tabla y Curvas-jle de Chicama](https://reader035.vdocuments.site/reader035/viewer/2022062504/56d6bf701a28ab3016963d1f/html5/thumbnails/26.jpg)
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DAOS DE" NOMOGRAMA# ,NO OCARPERDIDA DE CARGA #
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
![Page 28: Calculos-parshall-tabla y Curvas-jle de Chicama](https://reader035.vdocuments.site/reader035/viewer/2022062504/56d6bf701a28ab3016963d1f/html5/thumbnails/28.jpg)
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MEDIDOR PARSHALL (W = 5G)( ;% L*.)
$ANAL $D PAMPAS DE AE - @ = 2#00 >/sato
Da%s $aa A6;as a..*a - T.a% 1 Respuesta
! n H$ m" 6
%.((( %.(&( (.$)% (.(($-( (.(++ 1#110 %.&(( 0#!11 $.$&& $.-$& 0#25
Da%s $aa A6;as A*a% - T.a% 2
! 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
Tabla de 4ars5all 5 1#524 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 = 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* /& $ )/* $ $ $*)$
Ds N%.aaa A8%.a%. Pa.s<a (s6J Ta*as)
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
Ha
2/> A
W
D $
A H
M T
Transición entrada Con@ergente Garganta i@ergente Transicion salida
E PH1 $aa Ha H* H2 $aa
a..*a a*a%
N
,
M T
Canal Transición entrada Con@ergente Garganta i@ergente Transicion salida Canal
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
P 1
(.((( (.-(( $.((( $.-(( %.((((.((
(.(-
(.$(
(.$-
(.%(
(.%-
(.+(
(.+-
(.&(
(.&-
(.-(
(.--
(.)(
(.)-
(.,(
$;.3a $a*.a "MEDIDOR PARSHALL"
$a;a @= >/s6#
A 4 ; . a
< =
#
![Page 29: Calculos-parshall-tabla y Curvas-jle de Chicama](https://reader035.vdocuments.site/reader035/viewer/2022062504/56d6bf701a28ab3016963d1f/html5/thumbnails/29.jpg)
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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
![Page 30: Calculos-parshall-tabla y Curvas-jle de Chicama](https://reader035.vdocuments.site/reader035/viewer/2022062504/56d6bf701a28ab3016963d1f/html5/thumbnails/30.jpg)
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MEDIDOR PARSHALL (W = 4G)( ;% L*.)
$ANAL L1 ALOKIN @ = 1#B0 >/sato
Da%s $aa A6;as a..*a Respuesta
! n H$ m" 6
$.)(( $.%++ (.&)- (.((-+*+ (.(++ 0#C> $.',$ 1#>! (.*'$ $.%)& 0#515
Da%s $aa A6;as A*a%
! n H% m"
$.)(( $.%++ (.&)- (.((-+* (.(++ 0#C> $.',$ $.+*, (.*'$ $.%)&
E A<% a.6aa b/+ b/% Asumido 0
Canal Rectangular 1 2 $/+ a $/% b 222223 0#BB 0#C!5B>2 W = 1#21C
Canal trape!oidal 1 2 %/+ T 222222223 1#>1
Tabla de 4ars5all 4 1#21C 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 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* /& $ )/* $ $ $*)$
Ds N%.aaa A8%.a%. Pa.s<a (s6J Ta*as)
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
Ha
2/> A
W
D $
A H
M T
Transición entrada Con@ergente Garganta i@ergente Transicion salida
E PH1 $aa Ha H* H2 $aa
a..*a a*a%
N
,
M T
Canal Transición entrada Con@ergente Garganta i@ergente Transicion salida Canal
(Da%)
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
P 1
(.((( (.%(( (.&(( (.)(( (.*(( $.((( $.%(( $.&((
(.((
(.$(
(.%(
(.+(
(.&(
(.-(
(.)(
(.,(
$;.3a :1 $a4*.a)2 "MEDIDOR PARSHALL"
Caudal 92 m+/seg.
A 4 ; . a
< =
#
![Page 31: Calculos-parshall-tabla y Curvas-jle de Chicama](https://reader035.vdocuments.site/reader035/viewer/2022062504/56d6bf701a28ab3016963d1f/html5/thumbnails/31.jpg)
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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
![Page 32: Calculos-parshall-tabla y Curvas-jle de Chicama](https://reader035.vdocuments.site/reader035/viewer/2022062504/56d6bf701a28ab3016963d1f/html5/thumbnails/32.jpg)
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MEDIDOR PARSHALL (W = 4G)( ;% L*.)
$ANAL L2 @INTA LA LORIA @ = 1#50 >/sato
Da%s $aa A6;as a..*a Respuesta
! n H$ m" 6
$.-(( $.-(( (.+)* (.((--( (.(++ 0#BC1 %.((* 1#2>B (.,)' $.%$& 0#44B
Da%s $aa A6;as A*a%
! n H% m"
$.-(( $.-(( (.+)* (.((*'& (.(++ 0#5C2 $.'+) $.&,% (.,(+ $.%$&
E A<% a.6aa b/+ b/% Asumido 0
Canal Rectangular 1 2 $/+ a $/% b 222223 0#B 1#0041C! W = 1#21C
Canal trape!oidal 1 2 %/+ T 222222223 1#>4
Tabla de 4ars5all 4 1#21C 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 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* /& $ )/* $ $ $*)$
Ds N%.aaa A8%.a%. Pa.s<a (s6J Ta*as)
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
Ha
2/> A
W
D $
A H
M T
Transición entrada Con@ergente Garganta i@ergente Transicion salida
E PH1 $aa Ha H* H2 $aa
a..*a a*a%
N
,
M T
Canal Transición entrada Con@ergente Garganta i@ergente Transicion salida Canal
(Da%)
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
P 1
(.((( (.%(( (.&(( (.)(( (.*(( $.((( $.%(( $.&((
(.((
(.$(
(.%(
(.+(
(.&(
(.-(
(.)(
(.,(
$;.3a :1 $ a4*.a)2 "MEDIDOR PARSHALL"
Caudal 92 m+/seg.
A 4 ; . a
< =
#
![Page 33: Calculos-parshall-tabla y Curvas-jle de Chicama](https://reader035.vdocuments.site/reader035/viewer/2022062504/56d6bf701a28ab3016963d1f/html5/thumbnails/33.jpg)
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MEDIDOR PARSHALL (W = >G)( ;% L*.)
$ANAL L1 EL ALTO @ = 0#B4 >/sato
Da%s $aa A6;as a..*a Respuesta
! n H$ m" 6
(.)&( $.)*) (.&'% (.(($$- (.(++ 0#5C0 %.%), 1#2>B (.))* $.%$& 0#44B
Da%s $aa A6;as A*a%
! n H% m"
(.)&( $.)*) (.&'% (.(($$- (.(++ 0#5C0 %.%), $.&,% (.,($ $.%$&
E A<% a.6aa b/+ b/% Asumido 0
Canal Rectangular 1 2 $/+ a $/% b 222223 0#B 1#1>>B5 W = 0#C14
Canal trape!oidal 1 2 %/+ T 222222223 1#51
Tabla de 4ars5all > 0#C14 m
$%%s S;.6a
6lujo Libre S 2 Ha / Hb 27 ,(8 S = (.,
%.;a $a*.a
$.-))
9 2 %.$*, Ha
D.a Ha: Tirante Cr:tico0
Ha 2 0#4B m 0#> m ; crit 2 9/b"<%"/g"<$/+"
Hb 2 (.+% m
;c 2 =<%/g"<$/+"
P()*)$ ) C$(+$ # Pc = 0.180 m ,NOMOGRAMA ,1' - 8'
Altura de Cresta sobre el >ondo P = 0#1>4 m (S <a9 s3 a a saa - Ds3= P) Asumido 2 m.
P = 0.271 m ,S* /& $ )/* $ $ $*)$ Asumido 2 0#>00 m.
0#0 m ,S* /& $ )/* $ $ $*)$
Ds N%.aaa A8%.a%. Pa.s<a (s6J Ta*as)
W A 2/> A $ D N H E
0#C14 $.),)& $.$$* 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
Ha
2/> A
W
D $
A H
M T
Transición entrada Con@ergente Garganta i@ergente Transicion salida
E PH1 $aa Ha H* H2 $aa
a..*a a*a%
N
,
M T
Canal Transición entrada Con@ergente Garganta i@ergente Transicion salida Canal
(Da%)
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 =
Verificación del nuevo tirante aguas arriba del Parshall < $((*;$ =
M inicial T >inal
P 1
(.((( (.%(( (.&(( (.)(( (.*(( $.((( $.%(( $.&((
(.((
(.$(
(.%(
(.+(
(.&(
(.-(
(.)(
(.,(
$;.3a :1 $a4*.a)2 "MEDIDOR PARSHALL"
Caudal 92 m+/seg.
A 4 ; . a
< = #
![Page 35: Calculos-parshall-tabla y Curvas-jle de Chicama](https://reader035.vdocuments.site/reader035/viewer/2022062504/56d6bf701a28ab3016963d1f/html5/thumbnails/35.jpg)
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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