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AFORO

L= 5 m

LECTURATIEMPO[min]TIEMPO[s] VELOSIDAD

1 1.24 74.4 0.067

2 0.5 30 0.167

3 0.44 26.4 0.1!

4 0.3! 23.4 0.214

5 0.53 31. 0.157

6 1.03 61. 0.01

DIME"CIO"ES DEL CA"AL

#

D1 D2

7.5

1 2 3

CAUDALES

ECTURA " VELOSIDAD AREACAUDAL CAUDAL CAUDAL

[m3%s] [&%s] [&%s]

1 0.067 0.04 0.006 5.614 4.772

2 0.167 0.04 0.014 13.!23 11.34

3 0.1! 0.04 0.016 15.21 13.44

4 0.214 0.04 0.01 17.50 15.172

5 0.157 0.04 0.013 13.135 11.164

6 0.01 0.04 0.007 6.75! 5.745

12.13 10.356

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17

0.44

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AFORO 2

L= 3 m

LECTURA "$ TIEMPO[min] TIEMPO[s] VELOSIDAD

1 0.07 4.2 0.714

2 0.0746 4.476 0.6703 0.0727 4.362 0.6

4 0.0766 4.5!6 0.653

5 0.0751 4.506 0.666

6 0.071 4.26 0.704

7 0.0715 4.2! 0.6!!

DIME"CIO"ES DEL CA"AL

1 3 5

2 6

4

LECTURA 1

PU"TO ALTURA ['m] D i ['m]

1= 0 0

2= 5.5 10 A1 55

3= !. 10 A2 !

4= 10 10 A3 100

5= 4 10 A4 100

6= 0 10 A5 40

7= 0 10 A6 0

7.325 A TOTAL 3!3

A TOTAL 0.03!3

LECTURA 2

PU"TO ALTURA ['m] D i ['m]

1= 0 0

2= 2 10 A1 20

3= 7 10 A2 70

4= 10 A3 0

5= 7 10 A4 0

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6= 5.5 10 A5 70

7= 0 10 A6 55

5.! A TOTAL 375

A TOTAL 0.0375

LECTURA 3

PU"TO ALTURA ['m] D i ['m]

1= 0 02= 4 10 A1 40

3= 7.5 10 A2 75

4= ! 10 A3 !0

5= 7.5 10 A4 !0

6= 4 10 A5 75

7= 0 10 A6 40

6.4 A TOTAL 410

A TOTAL 0.041

CAUDALES

LECTURA "$ VELOSIDAD AREA CAUDAL[m3% CAUDAL[&%s] CAUDAL[&%s]1 0.714 0.03! 0.02 2.04 23.40

2 0.670 0.03! 0.026 26.31 22.370

3 0.6 0.03! 0.027 27.006 22.!55

4 0.653 0.03! 0.026 25.631 21.76

5 0.666 0.03! 0.026 26.143 22.221

6 0.704 0.03! 0.02 27.653 23.505

7 0.6!! 0.03! 0.027 27.45! 23.340

26.!4 22.60

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7

'm2

'm2

'm2

'm2

'm2

'm2

'm2

m2

'm2

'm2

'm2

'm2

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'm2

'm2

'm2

m2

'm2

'm2

'm2

'm2

'm2

'm2

'm2

m2

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CALCULO (IDRAULICO ) MEMORIA DE CALCULO

A*ORO CO"STRUCCIO" CA"AL CAI+A D

A*ORO 1 A"TI,UO CA"AL

LU,AR-

CAI+A D

DATOS

LONGITUD (L) = 5.00 m

BASE 1 = 0.58 m AREA 1 (A1) =

PROFUNIDAD 1 = 0.17 m

BASE 2 = 0.65 m AREA 2 (A2) =

PROFUNIDAD 2 = 0.11 m

AREA prom =

T1 = 7.0 !"#.

T2 = $0.00 !"#.

T$ = 26.0 !"#. Tprom = $7.2

LA2

A1

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T = 2$.0 !"#.

T5 = $1.80 !"#.

%ELO&IDAD (%) = L 0.1$ m'!"#

Tprom

ENTON&ES

= %*A Q = 0.012

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0.101 m2

0.07$ m2

0.087 m2

!"#.

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m3/seg.

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CALCULO (IDRAULICO ) MEMORIA DE CALCULO

A*ORO CO"STRUCCIO" CA"AL CAI+A D

A*ORO 2 TOMA

LU,AR-

CAI+A D

DATOS

LONGITUD (L) = $.00 m

BASE 1 = 0.50 m AREA 1 (A1) =

PROFUNIDAD 1 = 0.07 m

BASE 2 = 0.60 m AREA 2 (A2) =

PROFUNIDAD 2 = 0.06 m

AREA prom =

T1 = .20 !"#.

T2 = .8 !"#.

T$ = .$6 !"#. Tprom = .28

T = .60 !"#.

T5 = .51 !"#.

L

A2

A1

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%ELO&IDAD (%) = L 0.6775 m'!"#

Tprom

ENTON&ES

= %*A Q = 0.025

25.414!72!

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0.0$7 m2

0.0$8 m2

0.0$8 m2

!"#.

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m3/seg.