CALCULO DE LA VELOCIDAD DE UN CAUDAL
24
PREGUNTA N°2 I. DATOS RÍO VILCANOTA Si: ECUACION DEL CORRENTOMETRO para "n" <= 0.89 v= 0.36 + 0.55 para "n" > 0.89 v= 0.018 + 0.55 CORRENTOMETRO OTT REVOLUCIONES V (m/seg) 0.00 0.56 0.15 20.0 100 5.0000 2.768 0.05 10.0 75 7.5000 4.143 25.00 1.24 1.20 151.0 150 0.9934 0.564 1.05 166.0 150 0.9036 0.515 0.85 152.0 150 0.9868 0.561 0.65 142.0 150 1.0563 0.599 0.35 68.0 150 2.2059 1.231 50.00 1.54 1.45 134.0 155 1.1567 0.654 1.25 154.0 155 1.0065 0.572 1.05 142.0 155 1.0915 0.618 0.85 133.0 155 1.1654 0.659 0.55 129.0 155 1.2016 0.679 0.15 64.0 155 2.4219 1.350 75.00 1.74 1.70 134.0 100 0.7463 0.770 1.50 152.0 100 0.6579 0.722 1.10 139.0 100 0.7194 0.756 0.80 132.0 100 0.7576 0.777 0.50 129.0 100 0.7752 0.786 0.20 60.0 100 1.6667 0.935 DISTANCIA (m) PROFUNDIDAD (m) PROFUNDIDAD DE OBSERVACIÓN (m) Correntómetro TIEMPO (seg) n (revoluciones / tiempo)
-
Upload
jesus-ruiz -
Category
Documents
-
view
242 -
download
7
description
Calculo de caudales usando correntómetro tipo I
Transcript of CALCULO DE LA VELOCIDAD DE UN CAUDAL
PREGUNTA N°2
I. DATOSRÍO VILCANOTA
Si: ECUACION DEL CORRENTOMETRO
para "n" <= 0.89 v= 0.36 + 0.55 n
para "n" > 0.89 v= 0.018 + 0.55 n
CORRENTOMETRO OTT
REVOLUCIONES V (m/seg) Vm
0.00 0.56 0.15 20.0 100 5.0000 2.768150.000
0.05 10.0 75 7.5000 4.14325.00 1.24 1.20 151.0 150 0.9934 0.564
42.0001.05 166.0 150 0.9036 0.5150.85 152.0 150 0.9868 0.5610.65 142.0 150 1.0563 0.5990.35 68.0 150 2.2059 1.231
50.00 1.54 1.45 134.0 155 1.1567 0.654
46.000
1.25 154.0 155 1.0065 0.5721.05 142.0 155 1.0915 0.6180.85 133.0 155 1.1654 0.6590.55 129.0 155 1.2016 0.6790.15 64.0 155 2.4219 1.350
75.00 1.74 1.70 134.0 100 0.7463 0.770
30.000
1.50 152.0 100 0.6579 0.7221.10 139.0 100 0.7194 0.7560.80 132.0 100 0.7576 0.7770.50 129.0 100 0.7752 0.7860.20 60.0 100 1.6667 0.935
DISTANCIA(m)
PROFUNDIDAD(m)
PROFUNDIDAD DEOBSERVACIÓN (m)
Correntómetro
TIEMPO(seg)
n (revoluciones
/ tiempo)
100.00 1.38 1.30 103.0 125 1.2136 0.685
37.000
1.00 163.0 125 0.7669 0.7820.80 146.0 125 0.8562 0.8310.60 134.0 125 0.9328 0.5310.40 132.0 125 0.9470 0.5390.10 62.0 125 2.0161 1.127
120.00 0.67 0.40 132.0 125 0.9470 0.53936.000
0.15 60.0 100 1.6667 0.935
III. CÁLCULOS DE ÁREAS Y DESCARGAS
Vm (m/s) TRAMOS (m)
Margen Izq 0.00 0.56 150.000 0.00 9.13 1368.752 25.00 1.24 42.000 25.00 29.81 1252.133 50.00 1.54 46.000 25.00 38.19 1756.634 75.00 1.74 30.000 25.00 41.75 1252.55 100.00 1.38 37.000 25.00 30.40 1124.80
Margen Der 120.00 0.67 36.000 20.00 8.48 305.10157.75 7059.900
IV. RESULTADOS DESCARGA TOTAL (Q) 7059.90Area total 157.75
VELOCIDAD MEDIA TOTAL ( ) 44.75 m/sT (espejo de agua) 120.00 m
DESCARGA UNITARIA (q) 58.83
OBSERVACION(m)
DISTANCIA(m)
PROFUNDIDAD(m)
AREA (m2) Q(m3/s)
m3/s
m2
m2/s
II. GRÁFICO DEL RIO
OBSERVACIONESDISTANCIA PROFUNDIDAD
0 0
0 0.56
25 1.24
50 1.54
75 1.74100 1.38120 0.67120 0
0 0
III. CÁLCULO DE VELOCIDADESVALOR 0.85
1° COLUMNA DE AGUA
V (m/seg)METODO AREAS
0.56 0 33.82869 1000.00 0.56 0.15 165.018 8.2509 26.7857143
0.05 247.518 12.3759 8.928571430 210.3903 5.2597575 0
DISTANCIA(m)
PROFUNDIDAD(m)
PROFUNDIDAD DEOBSERVACIÓN (m)
Correntómetro
0 25 50 75 1000
0.2
0.4
0.6
0.8
1
1.2
1.4
1.6
1.8
2
0
0.56
1.24
1.54
1.74
1.38
0.67
00
RÍO VILCANOTA
DISTANCIA (m)PR
OFU
NDID
AD (m
)
0.56
0.15
0.05
0
0 50 100 150 200 250
Chart Title
Column M Polynomial (Column M)
Z AREA 59.7152475V PROM1= 106.634371GRAFICAME 150
2° COLUMNA DE AGUA
V (m/seg)METODO AREAS
1.24 0 0.6559825.00 1.24 1.20 32.799 2.459925
1.05 29.837 2.2377750.85 32.584 2.98370.65 34.877 3.25840.35 72.812 3.2584
0.00 61.8902 3.48775.23155
10.9218
12.742110.830785
Z AREA 58.068115
V PROM1= 46.829125GRAFICAME 42
3° COLUMNA DE AGUA
V (m/seg)METODO AREAS
1.54 0 1.7185550.00 1.54 1.45 38.19 3.819
DISTANCIA(m)
PROFUNDIDAD(m)
PROFUNDIDAD DEOBSERVACIÓN (m)
Correntómetro
DISTANCIA(m)
PROFUNDIDAD(m)
PROFUNDIDAD DEOBSERVACIÓN (m)
Correntómetro
0.56
0.15
0.05
0
0 50 100 150 200 250
Chart Title
Column M Polynomial (Column M)
1.24
1.20
1.05
0.85
0.65
0.35
0.00
0 10 20 30 40 50 60 70 80
Chart Title
Column M Logarithmic (Column M)
1.54
1.45
1.25
1.05
0.85
0.55
0.15
0.00
0 10 20 30 40 50 60 70 80 90
Chart Title
Column M Logarithmic (Column M)
1.25 33.232 3.32321.05 36.039 3.32320.85 38.477 3.60390.55 39.669 3.60390.15 79.94 3.84770.00 67.949 5.77155
5.950357.933815.9885.9955
5.096175Z AREA 69.974825V PROM1= 45.4381981GRAFICAME 46
4° COLUMNA DE AGUA
V (m/seg)METODO AREAS
1.74 0 0.492975.00 1.74 1.70 24.645 2.4645
1.50 21.729 2.17291.10 23.759 4.34580.80 25.018 4.75180.50 25.599 3.563850.20 55.018 3.75270.00 46.7653 3.7527
3.839853.839858.25275.5018
4.67653Z AREA 51.40788V PROM1= 29.5447586
DISTANCIA(m)
PROFUNDIDAD(m)
PROFUNDIDAD DEOBSERVACIÓN (m)
Correntómetro
1.54
1.45
1.25
1.05
0.85
0.55
0.15
0.00
0 10 20 30 40 50 60 70 80 90
Chart Title
Column M Logarithmic (Column M)
1.74
1.70
1.50
1.10
0.80
0.50
0.20
0.00
0 10 20 30 40 50 60
Chart Title
Column M Logarithmic (Column M)
GRAFICAME 30
5° COLUMNA DE AGUA
V (m/seg)METODO AREAS
1.38 0 1.60268100.00 1.38 1.30 40.067 6.01005
1.00 25.325 3.798750.80 28.271 2.53250.60 30.802 2.82710.40 31.268 2.82710.10 66.55 3.08020.00 56.5675 3.0802
3.12684.69029.98253.3275
2.828375Z AREA 49.713955V PROM1= 36.0246051GRAFICAME 37
5° COLUMNA DE AGUA
V (m/seg)
0.67 0 4.22118120.00 0.67 0.40 31.268 3.9085
0.15 55.018 6.877250.00 46.7653 4.12635
DISTANCIA(m)
PROFUNDIDAD(m)
PROFUNDIDAD DEOBSERVACIÓN (m)
Correntómetro
DISTANCIA(m)
PROFUNDIDAD(m)
PROFUNDIDAD DEOBSERVACIÓN (m)
Correntómetro
1.74
1.70
1.50
1.10
0.80
0.50
0.20
0.00
0 10 20 30 40 50 60
Chart Title
Column M Logarithmic (Column M)
1.38
1.30
1.00
0.80
0.60
0.40
0.10
0.00
0 10 20 30 40 50 60 70
Chart Title
Column M Logarithmic (Column M)
0.67
0.40
0.15
0.00
0 10 20 30 40 50 60
Chart Title
Column M Polynomial (Column M)
3.5073975Z AREA 22.6406775V PROM1= 33.792056GRAFICAME 36
0.67
0.40
0.15
0.00
0 10 20 30 40 50 60
Chart Title
Column M Polynomial (Column M)
0 25 50 75 1000
0.2
0.4
0.6
0.8
1
1.2
1.4
1.6
1.8
2
0
0.56
1.24
1.54
1.74
1.38
0.67
00
RÍO VILCANOTA
DISTANCIA (m)
PRO
FUND
IDAD
(m)
0.56
0.15
0.05
0
0 50 100 150 200 250
Chart Title
Column M Polynomial (Column M)
0.56
0.15
0.05
0
0 50 100 150 200 250
Chart Title
Column M Polynomial (Column M)
1.24
1.20
1.05
0.85
0.65
0.35
0.00
0 10 20 30 40 50 60 70 80
Chart Title
Column M Logarithmic (Column M)
1.54
1.45
1.25
1.05
0.85
0.55
0.15
0.00
0 10 20 30 40 50 60 70 80 90
Chart Title
Column M Logarithmic (Column M)
1.54
1.45
1.25
1.05
0.85
0.55
0.15
0.00
0 10 20 30 40 50 60 70 80 90
Chart Title
Column M Logarithmic (Column M)
1.74
1.70
1.50
1.10
0.80
0.50
0.20
0.00
0 10 20 30 40 50 60
Chart Title
Column M Logarithmic (Column M)
1.74
1.70
1.50
1.10
0.80
0.50
0.20
0.00
0 10 20 30 40 50 60
Chart Title
Column M Logarithmic (Column M)
1.38
1.30
1.00
0.80
0.60
0.40
0.10
0.00
0 10 20 30 40 50 60 70
Chart Title
Column M Logarithmic (Column M)
0.67
0.40
0.15
0.00
0 10 20 30 40 50 60
Chart Title
Column M Polynomial (Column M)
0.67
0.40
0.15
0.00
0 10 20 30 40 50 60
Chart Title
Column M Polynomial (Column M)
PREGUNTA N°2
I. DATOSRÍO VILCANOTA
Si: ECUACION DEL CORRENTOMETRO
para "n" <= 0.89 v= 0.36 + 0.55 n
para "n" > 0.89 v= 0.018 + 0.55 n
CORRENTOMETRO OTT
REVOLUCIONES V (m/seg) Vm
0.00 0.56 0.15 20.0 100 300.0000 165.018150.000
0.05 10.0 75 450.0000 247.51825.00 1.24 1.20 151.0 150 59.6026 32.799
42.0001.05 166.0 150 54.2169 29.8370.85 152.0 150 59.2105 32.5840.65 142.0 150 63.3803 34.8770.35 68.0 150 132.3529 72.812
50.00 1.54 1.45 134.0 155 69.4030 38.190
46.000
1.25 154.0 155 60.3896 33.2321.05 142.0 155 65.4930 36.0390.85 133.0 155 69.9248 38.4770.55 129.0 155 72.0930 39.6690.15 64.0 155 145.3125 79.940
75.00 1.74 1.70 134.0 100 44.7761 24.645
30.000
1.50 152.0 100 39.4737 21.7291.10 139.0 100 43.1655 23.7590.80 132.0 100 45.4545 25.0180.50 129.0 100 46.5116 25.5990.20 60.0 100 100.0000 55.018
DISTANCIA(m)
PROFUNDIDAD(m)
PROFUNDIDAD DEOBSERVACIÓN (m)
Correntómetro
TIEMPO(seg)
n (revoluciones
/ tiempo)
100.00 1.38 1.30 103.0 125 72.8155 40.067
37.000
1.00 163.0 125 46.0123 25.3250.80 146.0 125 51.3699 28.2710.60 134.0 125 55.9701 30.8020.40 132.0 125 56.8182 31.2680.10 62.0 125 120.9677 66.550
120.00 0.67 0.40 132.0 125 56.8182 31.26836.000
0.15 60.0 100 100.0000 55.018
III. CÁLCULOS DE ÁREAS Y DESCARGAS
Vm (m/s) TRAMOS (m)
Margen Izq 0.00 0.56 150.000 0.00 9.13 1368.752 25.00 1.24 42.000 25.00 29.81 1252.133 50.00 1.54 46.000 25.00 38.19 1756.634 75.00 1.74 30.000 25.00 41.75 1252.55 100.00 1.38 37.000 25.00 30.40 1124.80
Margen Der 120.00 0.67 36.000 20.00 8.48 305.10157.75 7059.900
IV. RESULTADOS DESCARGA TOTAL (Q) 7059.90Area total 157.75
VELOCIDAD MEDIA TOTAL ( ) 44.75 m/sT (espejo de agua) 120.00 m
DESCARGA UNITARIA (q) 58.83
OBSERVACION(m)
DISTANCIA(m)
PROFUNDIDAD(m)
AREA (m2) Q(m3/s)
m3/s
m2
m2/s
II. GRÁFICO DEL RIO
OBSERVACIONESDISTANCIA PROFUNDIDAD
0 0
0 0.56
25 1.24
50 1.54
75 1.74100 1.38120 0.67120 0
0 0
III. CÁLCULO DE VELOCIDADESVALOR 0.85
1° COLUMNA DE AGUA
V (m/seg)METODO AREAS
0.56 0 33.82869 1000.00 0.56 0.15 165.018 8.2509 26.7857143
0.05 247.518 12.3759 8.928571430 210.3903 5.2597575 0
DISTANCIA(m)
PROFUNDIDAD(m)
PROFUNDIDAD DEOBSERVACIÓN (m)
Correntómetro
0 25 50 75 1000
0.2
0.4
0.6
0.8
1
1.2
1.4
1.6
1.8
2
0
0.56
1.24
1.54
1.74
1.38
0.67
00
RÍO VILCANOTA
DISTANCIA (m)PR
OFU
NDID
AD (m
)
0.56
0.15
0.05
0
0 50 100 150 200 250
Chart Title
Column M Polynomial (Column M)
Z AREA 59.7152475V PROM1= 106.634371GRAFICAME 150
2° COLUMNA DE AGUA
V (m/seg)METODO AREAS
1.24 0 0.6559825.00 1.24 1.20 32.799 2.459925
1.05 29.837 2.2377750.85 32.584 2.98370.65 34.877 3.25840.35 72.812 3.2584
0.00 61.8902 3.48775.23155
10.9218
12.742110.830785
Z AREA 58.068115
V PROM1= 46.829125GRAFICAME 42
3° COLUMNA DE AGUA
V (m/seg)METODO AREAS
1.54 0 1.7185550.00 1.54 1.45 38.19 3.819
DISTANCIA(m)
PROFUNDIDAD(m)
PROFUNDIDAD DEOBSERVACIÓN (m)
Correntómetro
DISTANCIA(m)
PROFUNDIDAD(m)
PROFUNDIDAD DEOBSERVACIÓN (m)
Correntómetro
0.56
0.15
0.05
0
0 50 100 150 200 250
Chart Title
Column M Polynomial (Column M)
1.24
1.20
1.05
0.85
0.65
0.35
0.00
0 10 20 30 40 50 60 70 80
Chart Title
Column M Logarithmic (Column M)
1.54
1.45
1.25
1.05
0.85
0.55
0.15
0.00
0 10 20 30 40 50 60 70 80 90
Chart Title
Column M Logarithmic (Column M)
1.25 33.232 3.32321.05 36.039 3.32320.85 38.477 3.60390.55 39.669 3.60390.15 79.94 3.84770.00 67.949 5.77155
5.950357.933815.9885.9955
5.096175Z AREA 69.974825V PROM1= 45.4381981GRAFICAME 46
4° COLUMNA DE AGUA
V (m/seg)METODO AREAS
1.74 0 0.492975.00 1.74 1.70 24.645 2.4645
1.50 21.729 2.17291.10 23.759 4.34580.80 25.018 4.75180.50 25.599 3.563850.20 55.018 3.75270.00 46.7653 3.7527
3.839853.839858.25275.5018
4.67653Z AREA 51.40788V PROM1= 29.5447586
DISTANCIA(m)
PROFUNDIDAD(m)
PROFUNDIDAD DEOBSERVACIÓN (m)
Correntómetro
1.54
1.45
1.25
1.05
0.85
0.55
0.15
0.00
0 10 20 30 40 50 60 70 80 90
Chart Title
Column M Logarithmic (Column M)
1.74
1.70
1.50
1.10
0.80
0.50
0.20
0.00
0 10 20 30 40 50 60
Chart Title
Column M Logarithmic (Column M)
GRAFICAME 30
5° COLUMNA DE AGUA
V (m/seg)METODO AREAS
1.38 0 1.60268100.00 1.38 1.30 40.067 6.01005
1.00 25.325 3.798750.80 28.271 2.53250.60 30.802 2.82710.40 31.268 2.82710.10 66.55 3.08020.00 56.5675 3.0802
3.12684.69029.98253.3275
2.828375Z AREA 49.713955V PROM1= 36.0246051GRAFICAME 37
5° COLUMNA DE AGUA
V (m/seg)
0.67 0 4.22118120.00 0.67 0.40 31.268 3.9085
0.15 55.018 6.877250.00 46.7653 4.12635
DISTANCIA(m)
PROFUNDIDAD(m)
PROFUNDIDAD DEOBSERVACIÓN (m)
Correntómetro
DISTANCIA(m)
PROFUNDIDAD(m)
PROFUNDIDAD DEOBSERVACIÓN (m)
Correntómetro
1.74
1.70
1.50
1.10
0.80
0.50
0.20
0.00
0 10 20 30 40 50 60
Chart Title
Column M Logarithmic (Column M)
1.38
1.30
1.00
0.80
0.60
0.40
0.10
0.00
0 10 20 30 40 50 60 70
Chart Title
Column M Logarithmic (Column M)
0.67
0.40
0.15
0.00
0 10 20 30 40 50 60
Chart Title
Column M Polynomial (Column M)
3.5073975Z AREA 22.6406775V PROM1= 33.792056GRAFICAME 36
0.67
0.40
0.15
0.00
0 10 20 30 40 50 60
Chart Title
Column M Polynomial (Column M)
0 25 50 75 1000
0.2
0.4
0.6
0.8
1
1.2
1.4
1.6
1.8
2
0
0.56
1.24
1.54
1.74
1.38
0.67
00
RÍO VILCANOTA
DISTANCIA (m)
PRO
FUND
IDAD
(m)
0.56
0.15
0.05
0
0 50 100 150 200 250
Chart Title
Column M Polynomial (Column M)
0.56
0.15
0.05
0
0 50 100 150 200 250
Chart Title
Column M Polynomial (Column M)
1.24
1.20
1.05
0.85
0.65
0.35
0.00
0 10 20 30 40 50 60 70 80
Chart Title
Column M Logarithmic (Column M)
1.54
1.45
1.25
1.05
0.85
0.55
0.15
0.00
0 10 20 30 40 50 60 70 80 90
Chart Title
Column M Logarithmic (Column M)
1.54
1.45
1.25
1.05
0.85
0.55
0.15
0.00
0 10 20 30 40 50 60 70 80 90
Chart Title
Column M Logarithmic (Column M)
1.74
1.70
1.50
1.10
0.80
0.50
0.20
0.00
0 10 20 30 40 50 60
Chart Title
Column M Logarithmic (Column M)
1.74
1.70
1.50
1.10
0.80
0.50
0.20
0.00
0 10 20 30 40 50 60
Chart Title
Column M Logarithmic (Column M)
1.38
1.30
1.00
0.80
0.60
0.40
0.10
0.00
0 10 20 30 40 50 60 70
Chart Title
Column M Logarithmic (Column M)
0.67
0.40
0.15
0.00
0 10 20 30 40 50 60
Chart Title
Column M Polynomial (Column M)
0.67
0.40
0.15
0.00
0 10 20 30 40 50 60
Chart Title
Column M Polynomial (Column M)
