Calculo de Caeficiente de Gasto

7/23/2019 Calculo de Caeficiente de Gasto

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Cálculo del Coefciente de Gasto con la tabla 7.1

para h = 2.1cm = 0.021 mAutor: Hegl

limites de Aplicaci!n "#$%&'AC(")

0.10m <= h >= 0.60m h=0.021mNO

APLICA

0.50m <= b >=2.00m b= 0.003m

NO

APLICA

0.20m <= w <=1.13m w=0.088mNO

APLICA

h/b > 0.13 7 > 0.13 SI APLICA

Autor: $(A$


0.025m<= h <=0.8m h=0.021mNO

APLICA

b<= 0.3B 0.03<=0.085 SI APLICA

w>= 0.30m w=0.088mNO

APLICA

h/w <= 1 0.23<= 1 SI APLICAAutor: Hamilton*$mith

limites de Aplicaci!n "#$%&'AC(")0.075m<= h >=

0.80m h=0.021mNO

APLICA

0.30m <= b b= 0.003mNO

APLICA

0.30m <= w w=0.088mNO

APLICA

h <= (w/2)0.021 <=

0.043 SI APLICA

b<= (B-2h) 0.003<=0.243 SI APLICA

h/b <= 0.5 7<= 0.5NO

APLICA

Autor: +rancis


0.18m <= h>=0.50m h=0.021mNO

APLICA

2.40m <= b>=3.00m b= 0.003mNO

APLICA

0.60m <= w>= 1.50m w=0.088mNO

APLICA

b>= 3h0.003>=0.06

3NO

APLICA

Autor: &ehboc,


0.01m<=h>=0.80m!"# $%"% &!'! #'#*#'%$

'#+!,"!'#$ $,+%,'!++%,#$ "!#'!"#$

b>=0.3m

w>=0.06m

h/w <= 1&%' "% !,% !&"+!m%$ "! %'m"! #&#'m#,!" *#

SIAS &%'# +m&"# +%, "! m!%'! *# "!



+%,*+%,#$

μ=(0.578+0.037 ( bB )2

+

3.615−3 ( bB )2

1000h+1.6 ) x(1+0.5( bB )6

x ( hh+w )2

)❑

❑

μ=(0.578+0.037 ( 0.0030.285 )2

+

3.615−3( 0.0030.285 )2

1000 x0.021+1.6 )(1+0.5( 0.0030.285 )6

( 0.021

0.021+0.88 )2

)❑

❑

μ=(0.578+0.159 ) x (1 )

μ=0.74

para h = 2.-cm = 0.02- mAutor: Hegllimites deAplicaci!n "#$%&'AC(")

0.10m <= h >=0.60m h=0.023m

NOAPLICA

0.50m <= b>=2.00m b= 0.003m

NOAPLICA

0.20m <= w<=1.13m w=0.088m

NOAPLICA

h/b > 0.13 7.6 > 0.13SI

APLICA

Autor: $(A$limites deAplicaci!n "#$%&'AC(")

0.025m<= h<=0.8m h=0.021m

NOAPLICA

b<= 0.3B0.03<=0.08

5SI

APLICA

w>= 0.30m w=0.088mNO

APLICA

h/w <= 1 0.23<= 1SI

APLICA

Autor: Hamilton*$mithlimites deAplicaci!n "#$%&'AC(")

0.075m<= h >=0.80m h=0.021m

NOAPLICA

0.30m <= b b= 0.003mNO

APLICA

0.30m <= w w=0.088mNO

APLICA

h <= (w/2)0.023 <=

0.043SI

APLICA



b<= (B-2h)0.003<=

0.243SI

APLICA

h/b <= 0.5 7.6<= 0.5NO

APLICA

Autor: +rancislimites deAplicaci!n "#$%&'AC(")0.18m <=

h>=0.50m h=0.023m

NO

APLICA2.40m <=b>=3.00m b= 0.003m

NOAPLICA

0.60m <= w>=1.50m w=0.088m

NOAPLICA

b>= 3h0.003>=0.0

6NO

APLICA

Autor: &ehboc, limites deAplicaci!n "#$%&'AC(")

0.01m<=h>=0.80m !"# $%"% &!'!#'#*#'%$

'#+!,"!'#$ $,+%,'!++%,#$ "!#'!"#$

b>=0.3m

w>=0.06m

h/w <= 1

&%' "% !,% !&"+!m%$ "! %'m"!#&#'m#,!" *# SIAS &%'# +m&"# +%, "!

m!%'! *# "! +%,*+%,#$

μ=(0.578+0.037 ( bB )2

+

3.615−3 ( bB )2

1000h+1.6 ) x(1+0.5( bB )6

x ( hh+w )2

)❑

❑

μ=(0.578+0.037 ( 0.0030.285 )2

+

3.615−3( 0.0030.285 )2

1000 x0.023+1.6 )(1+0.5( 0.0030.285 )

6

( 0.023

0.023+0.88 )2

)❑

❑

μ=(0.578+0.147) x (1 )

μ=0.73

para h = 2.cm = 0.02mAutor: Hegl

limites deAplicaci!n "#$%&'AC(")

0.10m <= h >=0.60m h=0.025m

NOAPLICA

0.50m <= b>=2.00m b= 0.003m

NOAPLICA

0.20m <= w<=1.13m w=0.088m

NOAPLICA



h/b > 0.13 8.3 > 0.13SI

APLICAAutor: $(A$


0.025m<= h<=0.8m h=0.025m

SIAPLICA

b<= 0.3B

0.03<=0.08

5

SI

APLICA

w>= 0.30m w=0.088mNO

APLICA

h/w <= 1 0.28<= 1SI

APLICAAutor: Hamilton*$mith


0.075m<= h >=0.80m h=0.025m

NOAPLICA

0.30m <= b b= 0.003mNO

APLICA

0.30m <= w w=0.088mNO

APLICA

h <= (w/2)0.025 <=

0.043SI

APLICA

b<= (B-2h)0.003<=

0.235SI

APLICA

h/b <= 0.5 8.3<= 0.5NO

APLICAAutor: +rancis

limites deAplicaci!n "#$%&'AC(")0.18m <=

h>=0.50m h=0.023m

NO

APLICA2.40m <=b>=3.00m b= 0.003m

NOAPLICA

0.60m <= w>=1.50m w=0.088m

NOAPLICA

b>= 3h0.003>=0.0

75NO

APLICAAutor: &ehboc,


0.01m<=h>=0.80m !"# $%"% &!'!#'#*#'%$

'#+!,"!'#$ $,+%,'!++%,#$

"!#'!"#$

b>=0.3mw>=0.06m

h/w <= 1

&%' "% !,% !&"+!m%$ "! %'m"!#&#'m#,!" *# SIAS &%'# +m&"# +%, "!

m!%'! *# "! +%,*+%,#$



μ=(0.578+0.037 ( bB )2

+

3.615−3 ( bB )2

1000h+1.6 ) x(1+0.5( bB )6

x ( hh+w )2

)❑

❑

μ=

(0.578+0.037

(0.003

0.285

)

2

+

3.615−3( 0.0030.285 )2

1000 x0.025+1.6

)(1+0.5

(0.003

0.285

)

6

( 0.025

0.025+0.88 )

2

)

❑

❑

μ=(0.578+0.136) x (1 )

μ=0.71

para h = 2.7cm = 0.027mAutor: Hegl


0.10m <= h >= 0.60m h=0.027mNOAPLICA

0.50m <= b >=2.00m b= 0.003mNOAPLICA

0.20m <= w <=1.13m w=0.088mNOAPLICA

h/b > 0.13 > 0.13 SI APLICA

Autor: $(A$


0.025m<= h <=0.8m h=0.027m SI APLICA

b<= 0.3B

0.03<=0.08

5 SI APLICA

w>= 0.30m w=0.088mNOAPLICA

h/w <= 1 0.30<= 1 SI APLICA

Autor: Hamilton*$mith


0.80m h=0.027mNOAPLICA

0.30m <= b b= 0.003mNOAPLICA

0.30m <= w w=0.088mNOAPLICA

h <= (w/2)0.027 <=0.043 SI APLICA

b<= (B-2h)0.003<=0.231 SI APLICA

h/b <= 0.5 <= 0.5NOAPLICA

Autor: +rancis


0.18m <= h>=0.50m h=0.027mNOAPLICA



2.40m <= b>=3.00m b= 0.003mNOAPLICA

0.60m <= w>= 1.50m w=0.088mNOAPLICA

b>= 3h0.003>=0.081

NOAPLICA

Autor: &ehboc,


0.01m<=h>=0.80m !"# $%"% &!'!#'#*#'%$

'#+!,!"'#$ $,+%,'!++%,#$ "!#'!"#$

b>=0.3m

w>=0.06m

h/w <= 1

&%' "% !,% !&"+!m%$ "! %'m"! #&#'m#,!"*# SIAS &%'# +m&"# +%, "! m!%'! *# "!

+%,*+%,#$

μ=(0.578+0.037 ( bB )2

+

3.615−3 ( bB )2

1000h+1.6 ) x(1+0.5( bB )6

x ( hh+w )2

)❑

❑

μ=(0.578+0.037 ( 0.0030.285 )2

+

3.615−3( 0.0030.285 )2

1000 x0.027+1.6 )(1+0.5(0.0030.285 )

6

( 0.027

0.027+0.88 )2

)❑

❑

μ=(0.578+0.123 ) x (1 )

μ=0.70

para h = -.00cm = 0.0-0mAutor: Hegl


0.10m <= h >=0.60m h=0.030m

NOAPLICA

0.50m <= b>=2.00m b= 0.003m

NOAPLICA

0.20m <= w<=1.13m w=0.088m

NOAPLICA

h/b > 0.13 10 > 0.13SI

APLICA


0.025m<= h<=0.8m h=0.030m

SIAPLICA



b<= 0.3B0.03<=0.08

5SI

APLICA

w>= 0.30m w=0.088mNO

APLICA

h/w <= 1 0.34<= 1SI

APLICA

Autor: Hamilton*$mithlimites de

Aplicaci!n "#$%&'AC(")0.075m<= h >=0.80m h=0.030m

NOAPLICA

0.30m <= b b= 0.003mNO

APLICA

0.30m <= w w=0.088mNO

APLICA

h <= (w/2)0.030 <=

0.043SI

APLICA

b<= (B-2h)0.003<=

0.228SI

APLICA

h/b <= 0.5 10<= 0.5

NO

APLICAAutor: +rancis

limites deAplicaci!n "#$%&'AC(")0.18m <=h>=0.50m h=0.030m

NOAPLICA

2.40m <=b>=3.00m b= 0.003m

NOAPLICA

0.60m <= w>=1.50m w=0.088m

NOAPLICA

b>= 3h0.003>=0.0

0NO

APLICA


0.01m<=h>=0.80m !"# $%"% &!'!#'#*#'%$

'#+!,"!'#$ $,+%,'!++%,#$ "!#'!"#$

b>=0.3m

w>=0.06m

h/w <= 1

&%' "% !,% !&"+!m%$ "! %'m"!#&#'m#,!" *# SIAS &%'# +m&"# +%, "!

m!%'! *# "! +%,*+%,#$

μ=(0.578+0.037 ( bB )2

+

3.615−3 ( bB )2

1000h+1.6 ) x(1+0.5( bB )6

x ( hh+w )2

)❑

❑



μ=(0.578+0.037 (0.0030.285 )2

+

3.615−3(0.0030.285 )2

1000 x0.030+1.6 )(1+0.5(0.0030.285 )6

( 0.030

0.030+0.88 )2

)❑

❑

μ=(0.578+0.115) x (1)

μ=0.69

para h = -./0cm = 0.0-/mAutor: Hegl


0.10m <= h >=0.60m h=0.034m

NOAPLICA

0.50m <= b>=2.00m b= 0.003m

NOAPLICA

0.20m <= w<=1.13m w=0.088m NOAPLICA

h/b > 0.13 11.3 > 0.13 SI APLICA


0.025m<= h <=0.8m h=0.034m SI APLICA

b<= 0.3B0.03<=0.085 SI APLICA


h/w <= 1 0.38<= 1 SI APLICA


0.075m<= h >=0.80m h=0.034m

NOAPLICA


0.30m <= w w=0.088mNOAPLICA

h <= (w/2)0.034 <=0.043 SI APLICA

b<= (B-2h)0.003<=0.22 SI APLICA

h/b <= 0.5 11.3 <= 0.5NOAPLICA

Autor: +rancislimites deAplicaci!n "#$%&'AC(")

0.18m <= h>=0.50m h=0.034mNOAPLICA

2.40m <= b>=3.00m b= 0.003mNOAPLICA



0.60m <= w>=1.50m w=0.088m

NOAPLICA

b>= 3h0.003>=0.102

NOAPLICA


0.01m<=h>=0.80m !"# $%"% &!'!

#'#*#'%$'#+!,"!'#$ $,

+%,'!++%,#$ "!#'!"#$

b>=0.3mw>=0.06m

h/w <= 1

&%' "% !,% !&"+!m%$ "! %'m"! #&#'m#,!"*# SIAS &%'# +m&"# +%, "! m!%'! *# "!

+%,*+%,#$

μ=(0.578+0.037 ( bB )2

+3.615−3

( b

B )2

1000h+1.6 ) x(1+0.5( b

B )6

x ( hh+w )2

)❑

❑

μ=(0.578+0.037 ( 0.0030.285 )2

+

3.615−3( 0.0030.285 )2

1000 x 0.034+1.6 )(1+0.5( 0.0030.285 )

6

( 0.034

0.034+0.88 )2

)❑

❑

μ=(0.578+0.102 ) x (1 )

μ=0.68

para h = -.0cm = 0.0-mAutor: Hegl


0.10m <= h >= 0.60m h=0.036mNOAPLICA

0.50m <= b >=2.00m b= 0.003mNOAPLICA

0.20m <= w <=1.13m w=0.088mNOAPLICA

h/b > 0.13 12 > 0.13 SI APLICA

Autor: $(A$


0.025m<= h <=0.8m h=0.036m SI APLICA

b<= 0.3B0.03<=0.085 SI APLICA




h/w <= 1 0.40 <= 1 SI APLICA

Autor: Hamilton*$mith


0.80m h=0.036mNOAPLICA


0.30m <= w w=0.088m

NO

APLICA

h <= (w/2)0.036 <=0.043 SI APLICA

b<= (B-2h)0.003<=0.216 SI APLICA

h/b <= 0.5 12 <= 0.5NOAPLICA

Autor: +rancis


0.18m <= h>=0.50m h=0.036mNOAPLICA

2.40m <= b>=3.00m b= 0.003m NOAPLICA

0.60m <= w>= 1.50m w=0.088mNOAPLICA

b>= 3h0.003>=0.108

NOAPLICA

Autor: &ehboc,


0.01m<=h>=0.80m !"# $%"% &!'!#'#*#'%$

'#+!,!"'#$ $,+%,'!++%,#$ "!#'!"#$

b>=0.3m

w>=0.06m

h/w <= 1&%' "% !,% !&"+!m%$ "! %'m"! #&#'m#,!"

*# SIAS &%'# +m&"# +%, "! m!%'! *# "!+%,*+%,#$

μ=(0.578+0.037 ( bB )2

+

3.615−3 ( bB )2

1000h+1.6 ) x(1+0.5( bB )6

x ( hh+w )2

)❑

❑

μ=(0.578+0.037 (0.0030.285 )2

+

3.615−3( 0.0030.285 )2

1000 x0.036+1.6 )(1+0.5(0.0030.285 )6

( 0.036

0.03+0.88 )2

)❑

❑

μ=(0.578+0.097) x (1 )

μ=0.67



para h = -.cm = 0.0-mAutor: Hegl


0.10m <= h >=0.60m h=0.03m

NOAPLICA

0.50m <= b>=2.00m b= 0.003m

NOAPLICA

0.20m <= w<=1.13m w=0.088m

NOAPLICA

h/b > 0.13 13 > 0.13SI

APLICA


0.025m<= h<=0.8m h=0.03m

SIAPLICA

b<= 0.3B0.03<=0.08

5SI

APLICA

w>= 0.30m w=0.088mNO

APLICA

h/w <= 1 0.44<= 1SI

APLICA


0.075m<= h >=0.80m h=0.03m

NOAPLICA

0.30m <= b b= 0.003mNO

APLICA

0.30m <= w w=0.088m

NO

APLICA

h <= (w/2)0.03 <=

0.043SI

APLICA

b<= (B-2h)0.003<=

0.210SI

APLICA

h/b <= 0.5 13<= 0.5NO

APLICA

Autor: +rancislimites deAplicaci!n "#$%&'AC(")0.18m <=h>=0.50m h=0.03m

NOAPLICA

2.40m <=b>=3.00m b= 0.003m

NOAPLICA

0.60m <= w>=1.50m w=0.088m

NOAPLICA

b>= 3h0.003>=0.1

17NO

APLICA


0.01m<=h>=0.80m !"# $%"% &!'!



#'#*#'%$'#+!,"!'#$ $,

+%,'!++%,#$ "!#'!"#$

b>=0.3m

w>=0.06m

h/w <= 1

&%' "% !,% !&"+!m%$ "! %'m"!#&#'m#,!" *# SIAS &%'# +m&"# +%, "!

m!%'! *# "! +%,*+%,#$

μ=(0.578+0.037 ( bB )2

+

3.615−3 ( bB )2

1000h+1.6 ) x(1+0.5( bB )6

x ( hh+w )2

)❑

❑

μ=(0.578+0.037 ( 0.0030.285 )2

+

3.615−3( 0.0030.285 )2

1000 x0.039+1.6 )(1+0.5( 0.0030.285 )

6

( 0.039

0.039+0.88 )2

)❑

❑

μ=(0.578+0.090 ) x (1 )

μ=0.67

)ro.

&%$3%)

h μ

m *

1 0.021 0.74

2 0.023 0.73

3 0.025 0.71

4 0.027 0.7

5 0.03 0.6

6 0.034 0.68

7 0.036 0.67

8 0.03 0.67

Calculo de Caeficiente de Gasto

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