aforos caiza
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7/24/2019 AFOROS CAIZA
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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
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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.
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