Calculo de Aforos
32
UNIVERSIDAD NACIONAL FEDERICO VILLARREAL FACULTAD DE INGENIERÍA GEOGRÁFICA, AMBIENTAL Y ECOTURISMO CALCULOS DE AFOROS o ALUMNO : LLANOS OSPINO, OSCAR o CURSO : Hidrología II o CICLO : VIII o AULA : TA B3-2 o PROFESOR : Dr. Walter Gómez L.
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Calculo de aforos
Transcript of Calculo de Aforos
UNIVERSIDAD NACIONAL FEDERICO
VILLARREAL
FACULTAD DE INGENIERÍA GEOGRÁFICA,
AMBIENTAL Y ECOTURISMO
ESCUELA PROFESIONAL DE INGENIERÍA
AMBIENTAL
CALCULOS DE AFOROS
o ALUMNO : LLANOS OSPINO, OSCAR
o CURSO : Hidrología II
o CICLO : VIII
o AULA : TA B3-2
o PROFESOR : Dr. Walter Gómez L.
2
RESOLVER
1. Cálculos los 12 aforos que se presentan en los meses de Enero hasta Diciembre. En los días 03,18y 25 de febrero y 07 de marzo aplicar el método
gráfico.
METODO ARITMETICO
ESTACION CAÑIAHUA
LECTURA DE MIRA: 0.6 DEPARTAMENTO: MADRE DE DIOS RIO: CARJAHUA FECHA: 06 DE ENERO
CAUDAL
Metodo Metros
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1 1 0.8 0.2 0.16 80 40 2 1.4 1.4 0.7 0.4 1 0.4 0.28
2 1.8 1.3 0.4 0.52 130 40 3.25 1.775 1.85 1.625 1.05 0.8 0.84 1.365
0.4 0.52 150 40 3.75 1.925
3 2.3 1.4 S 160 40 4 2 1.495 1.6725 1.35 0.5 0.675 1.129
0.2 0.28 120 40 3 1.7
0.6 0.84 140 40 3.5 1.85
0.4 0.56 150 40 3.75 1.925
4 2.8 1.5 0.2 0.3 170 40 4.25 2.075 1.8125 1.65375 1.45 0.5 0.725 1.199
0.4 0.6 100 40 2.5 1.55
5 3 1.8 0.2 0.36 80 40 2 1.4 1.4 1.60625 1.65 0.2 0.33 0.530
2.97 4.503
m3/sAreaAncho
SECCION
TRABAJO DE CAMPO V= 0.8 + 0.3N TRABAJO DE GABINETE
PtoDist. Pto
inicialProf. (m)
Prof. ElevacionRevolucion Tiempo
Media en
la vertical
SONDEOS CORRENTOMETROS VELOCIDAD
Media en
el tramo
En el
puntoN
Profundida
d
TOTAL
3
METODO ARITMETICO
ESTACION CAÑIAHUA
LECTURA DE MIRA: 0.9 DEPARTAMENTO: MADRE DE DIOS RIO: CARJAHUA FECHA: 15 DE ENERO
CAUDAL
Metodo Metros
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1 1 0.6 0.6 0.36 100 40 2.5 1.3 1.3 0.65 0.3 1 0.3 0.195
2 2 0.8 0.2 0.16 120 40 3 1.51 1.668 1.484 0.7 1 0.7 1.039
0.8 0.64 150 40 3.75 1.825
3 3 1 S 200 40 5 2.35 1.681 1.674 0.9 1 0.9 1.507
0.2 0.2 185 40 4.625 2.193
0.6 0.6 170 40 4.25 2.035
0.8 0.8 150 40 3.75 1.825
4 4 1.2 S 200 40 5 2.35 1.502 1.591 1.1 1 1.1 1.750
0.2 0.24 160 40 4 1.93
0.6 0.72 160 40 4 1.93
0.8 0.96 100 40 2.5 1.3
5 5 1.4 0.2 0.28 220 40 5.5 2.56 2.140 1.821 1.3 1 1.3 2.367
0.6 0.84 140 40 3.5 1.72
6 5.7 0.8 0.2 0.16 120 40 3 1.51 1.405 1.773 1.1 0.7 0.77 1.365
0.6 0.48 100 40 2.5 1.3
5.07 8.223
PtoDist. Pto
inicialProf. (m)
Prof. ElevacionRevolucion Tiempo
TRABAJO DE CAMPO V= 0.25 + 0.42N TRABAJO DE GABINETE
SONDEOS CORRENTOMETROS VELOCIDAD SECCION
Area m3/sNEn el
punto
Media en
la vertical
Media en
el tramo
Profundida
dAncho
TOTAL
4
METODO GRAFICO
ESTACION CAÑIAHUA
LECTURA DE MIRA: 1.1 DEPARTAMENTO: MADRE DE DIOS RIO: CARJAHUA FECHA: 03 DE FEBRERO
CAUDAL
Metodo Metros
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1 1 1.2 0.6 0.72 100 40 2.5 1.05 1.05 0.525 0.6 1 0.6 0.315
2 2 1.6 0.2 0.32 170 40 4.25 1.61 1.530 1.290 1.4 1 1.4 1.806
0.8 1.28 150 40 3.75 1.45
3 3 1.8 S 240 40 6 2.17 1.509 1.520 1.7 1 1.7 2.583
0.2 0.36 185 40 4.625 1.73
0.6 1.08 170 40 4.25 1.61
0.8 1.44 150 40 3.75 1.45
4 4 2.2 S 280 40 7 2.49 1.473 1.491 2 1 2 2.982
0.2 0.44 200 40 5 1.85
0.6 1.32 160 40 4 1.53
0.8 1.76 100 40 2.5 1.05
5 5 1.6 0.2 0.32 220 40 5.5 2.01 1.730 1.602 1.9 1 1.9 3.043
0.8 1.28 150 40 3.75 1.45
6 5.8 1.2 0.2 0.24 120 40 3 1.21 1.330 1.530 1.4 0.8 1.12 1.714
0.8 0.96 150 40 3.75 1.45
7 6.5 0 - - 0.266 0.798 0.6 0.7 0.42 0.335
9.14 12.778
PtoDist. Pto
inicialProf. (m)
Prof. ElevacionRevolucion Tiempo
TRABAJO DE CAMPO V= 0.25 + 0.32N TRABAJO DE GABINETE
SONDEOS CORRENTOMETROS VELOCIDAD SECCION
Area m3/s
V = 20% de 6
NEn el
punto
Media en
la vertical
Media en
el tramo
Profundida
dAncho
TOTAL
5
METODO GRAFICO
En el punto 3:
S1 = (2.17+1.73
2) ∗ 0.36 = 0.702
S2 = (1.73+1.61
2) ∗ 0.72 = 1.202
S3 = (1.61 + 1.45
2) ∗ 0.36 = 0.551
S4 = (1.45
2) ∗ 0.36 = 0.261
→ ST =∑ Sn
prof.=
6.96
1.8= 1.509
En el punto 4:
𝑆1 = (2.49+1.85
2) ∗ 0.44 = 0.702
𝑆2 = (1.85+1.53
2) ∗ 0.88 = 1.202
𝑆3 = (1.53 + 1.05
2) ∗ 044 = 0.551
𝑆4 = (1.05
2) ∗ 0.44 = 0.261
→ 𝑆𝑇 = ∑ 𝑆𝑛𝑝𝑟𝑜𝑓.
= 6.922.2
= 1.47
6
METODO GRAFICO
ESTACION CAÑIAHUA
LECTURA DE MIRA: 1.3 DEPARTAMENTO: MADRE DE DIOS RIO: CARJAHUA FECHA: 18 DE FEBRERO
CAUDAL
Metodo Metros
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1 1 1.2 0.6 0.72 100 40 2.5 1.33 1.33 0.665 0.6 1 0.6 0.399
2 2 1.6 0.2 0.32 170 40 4.25 2.03 1.930 1.630 1.4 1 1.4 2.282
0.8 1.28 150 40 3.75 1.83
3 3 1.8 S 240 40 6 2.73 1.902 1.916 1.7 1 1.7 3.257
0.2 0.36 185 40 4.625 2.18
0.6 1.08 170 40 4.25 2.03
0.8 1.44 150 40 3.75 1.83
4 4 2.2 S 280 40 7 3.13 1.857 1.880 2 1 2 3.759
0.2 0.44 200 40 5 2.33
0.6 1.32 160 40 4 1.93
0.8 1.76 100 40 2.5 1.33
5 5 1.6 0.2 0.32 220 40 5.5 2.53 2.180 2.019 1.9 1 1.9 3.835
0.8 1.28 150 40 3.75 1.83
6 5.8 1.2 0.2 0.24 120 40 3 1.53 1.680 1.930 1.4 0.8 1.12 2.162
0.8 0.96 150 40 3.75 1.83
7 6.5 0 - - 0.336 1.008 0.6 0.7 0.42 0.423
9.14 16.117
V = 20% de 6
NEn el
punto
Media en
la vertical
Media en
el tramo
Profundida
d
TOTAL
PtoDist. Pto
inicialProf. (m)
Prof. ElevacionRevolucion Tiempo
TRABAJO DE CAMPO V= 0.33 + 0.4N TRABAJO DE GABINETE
SONDEOS CORRENTOMETROS VELOCIDAD SECCION
Area m3/sAncho
7
METODO GRAFICO
En el punto 3:
𝑆1 = (2.73+ 2.18
2) ∗ 0.36 = 0.884
𝑆2 = (2.18+2.03
2) ∗ 0.72 = 1.516
𝑆3 = (2.03 + 1.83
2) ∗ 0.36 = 0.695
𝑆4 = (1.83
2) ∗ 0.36 = 0.3294
→ 𝑆𝑇 = ∑ 𝑆𝑛𝑝𝑟𝑜𝑓.
= 1.902
En el punto 4:
𝑆1 = (3.13 + 2.33
2) ∗ 0.44 = 1.201
𝑆2 = (2.33+1.93
2) ∗ 0.88 = 1.874
𝑆3 = (1.93 + 1.33
2) ∗ 0.44 = 0.717
𝑆4 = (1.33
2) ∗ 0.44 = 0.293
→ 𝑆𝑇 = ∑ 𝑆𝑛𝑝𝑟𝑜𝑓.
= 1.857
8
METODO GRAFICO
ESTACION CAÑIAHUA
LECTURA DE MIRA: 1.43 DEPARTAMENTO: MADRE DE DIOS RIO: CARJAHUA FECHA: 25 DE FEBRERO
CAUDAL
Metodo Metros
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1 1 1.2 0.6 0.72 100 40 2.5 1.33 1.33 0.665 0.6 1 0.6 0.399
2 2 1.8 0.2 0.36 170 40 4.25 2.03 1.930 1.630 1.5 1 1.5 2.445
0.8 1.44 150 40 3.75 1.83
3 3 2 S 240 40 6 2.73 1.902 1.916 1.9 1 1.9 3.640
0.2 0.4 185 40 4.625 2.18
0.6 1.2 170 40 4.25 2.03
0.8 1.6 150 40 3.75 1.83
4 4 2.4 S 280 40 7 3.13 1.857 1.880 2.2 1 2.2 4.135
0.2 0.48 200 40 5 2.33
0.6 1.44 160 40 4 1.93
0.8 1.92 100 40 2.5 1.33
5 5 2 0.2 0.4 220 40 5.5 2.53 2.180 2.019 2.2 1 2.2 4.441
0.8 1.6 150 40 3.75 1.83
6 5.8 1.6 0.2 0.32 120 40 3 1.53 1.680 1.930 1.8 0.8 1.44 2.779
0.8 1.28 150 40 3.75 1.83
7 6.5 0 - - 0.336 1.008 0.8 0.7 0.56 0.564
10.4 18.404
V = 20% de 6
NEn el
punto
Media en
la vertical
Media en
el tramo
Profundida
d
TOTAL
PtoDist. Pto
inicialProf. (m)
Prof. ElevacionRevolucion Tiempo
TRABAJO DE CAMPO V= 0.33 + 0.4N TRABAJO DE GABINETE
SONDEOS CORRENTOMETROS VELOCIDAD SECCION
Area m3/sAncho
9
METODO GRAFICO
En el punto 3:
𝑆1 = (2.73+ 2.18
2) ∗ 0.4 = 0.982
𝑆2 = (2.18+2.03
2) ∗ 0.8 = 1.684
𝑆3 = (2.03 + 1.83
2) ∗ 0.4 = 0.772
𝑆4 = (1.83
2) ∗ 0.4 = 0.366
→ 𝑆𝑇 = ∑ 𝑆𝑛𝑝𝑟𝑜𝑓.
= 1.902
En el punto 4:
𝑆1 = (3.13 + 2.33
2) ∗ 0.48 = 1.310
𝑆2 = (2.33 + 1.93
2) ∗ 0.96 = 2.045
𝑆3 = (1.93 + 1.33
2) ∗ 0.48 = 0.782
𝑆4 = (1.33
2) ∗ 0.48 = 0.319
→ 𝑆𝑇 = ∑ 𝑆𝑛𝑝𝑟𝑜𝑓.
= 1.857
10
METODO GRAFICO
ESTACION CAÑIAHUA
LECTURA DE MIRA: 1.5 DEPARTAMENTO: MADRE DE DIOS RIO: CARJAHUA FECHA: 07 DE MARZO
CAUDAL
Metodo Metros
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1 1 1.5 0.6 0.9 100 40 2.5 1.33 1.33 0.665 0.75 1 0.75 0.49875
2 2 1.8 0.2 0.36 170 40 4.25 2.03 1.930 1.630 1.65 1 1.65 2.690
0.8 1.44 150 40 3.75 1.83
3 3 2.2 S 240 40 6 2.73 1.902 1.916 2 1 2 3.832
0.2 0.44 185 40 4.625 2.18
0.6 1.32 170 40 4.25 2.03
0.8 1.76 150 40 3.75 1.83
4 4 2.6 S 280 40 7 3.13 1.857 1.880 2.4 1 2.4 4.511
0.2 0.52 200 40 5 2.33
0.6 1.56 160 40 4 1.93
0.8 2.08 100 40 2.5 1.33
5 5 2 0.2 0.4 220 40 5.5 2.53 2.180 2.019 2.3 1 2.3 4.643
0.8 1.6 150 40 3.75 1.83
6 6 1.6 0.2 0.32 120 40 3 1.53 1.680 1.930 1.8 1 1.8 3.474
0.8 1.28 150 40 3.75 1.83
7 6.5 1 - - 0.336 1.008 1.3 0.5 0.65 0.655
11.55 20.303
V = 20% de 6
NEn el
punto
Media en
la vertical
Media en
el tramo
Profundida
d
TOTAL
PtoDist. Pto
inicialProf. (m)
Prof. ElevacionRevolucion Tiempo
TRABAJO DE CAMPO V= 0.33 + 0.4N TRABAJO DE GABINETE
SONDEOS CORRENTOMETROS VELOCIDAD SECCION
Area m3/sAncho
11
METODO GRAFICO
En el punto 3:
𝑆1 = (2.73+ 2.18
2) ∗ 0.44 = 0.982
𝑆2 = (2.18+2.03
2) ∗ 0.88 = 1.684
𝑆3 = (2.03 + 1.83
2) ∗ 0.44 = 0.772
𝑆4 = (1.83
2) ∗ 0.44 = 0.366
→ 𝑆𝑇 = ∑ 𝑆𝑛𝑝𝑟𝑜𝑓.
= 1.902
En el punto 4:
𝑆1 = (3.13 + 2.33
2) ∗ 0.52 = 1.310
𝑆2 = (2.33 + 1.93
2) ∗ 1.04 = 2.045
𝑆3 = (1.93 + 1.33
2) ∗ 0.52 = 0.782
𝑆4 = (1.33
2) ∗ 0.52 = 0.319
→ 𝑆𝑇 = ∑ 𝑆𝑛𝑝𝑟𝑜𝑓.
= 1.857
12
METODO ARITMETICO
ESTACION CAÑIAHUA
LECTURA DE MIRA: 1.65 DEPARTAMENTO: MADRE DE DIOS RIO: CARJAHUA FECHA: 22 DE MARZO
CAUDAL
Metodo Metros
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1 1 1.6 0.6 0.98 140 40 3.5 1.73 1.73 0.865 0.8 1 0.8 0.692
2 2 1.8 0.2 0.36 170 40 4.25 2.03 1.930 1.830 1.7 1 1.7 3.111
0.8 1.44 150 40 3.75 1.83
3 3 2.1 S 240 40 6 2.73 1.754 1.842 1.95 1 1.95 3.592
0.2 0.42 185 40 4.625 2.18
0.6 1.28 170 40 4.25 2.03
0.8 1.68 150 40 3.75 1.83
4 4 2.4 S 280 40 7 3.13 1.744 1.749 2.25 1 2.25 3.935
0.2 0.48 200 40 5 2.33
0.6 1.44 160 40 4 1.93
0.8 1.92 100 40 2.5 1.33
5 5 2 0.2 0.4 260 40 6.5 2.93 2.630 2.187 2.2 1 2.2 4.811
0.8 1.6 200 40 5 2.33
6 6 1.8 0.2 0.36 120 40 3 1.53 1.680 2.155 1.9 1 1.9 4.095
0.8 1.44 150 40 3.75 1.83
7 6.5 1.6 0.6 0.9 120 50 2.4 1.29 1.29 1.485 1.7 0.5 0.85 1.262
8 7.5 1.2 0.6 0.72 100 50 2 1.13 1.13 1.210 1.4 1 1.4 1.694
13.05 23.192
NEn el
punto
Media en
la vertical
Media en
el tramo
Profundida
d
TOTAL
PtoDist. Pto
inicialProf. (m)
Prof. ElevacionRevolucion Tiempo
TRABAJO DE CAMPO V= 0.33 + 0.4N TRABAJO DE GABINETE
SONDEOS CORRENTOMETROS VELOCIDAD SECCION
Area m3/sAncho
13
METODO ARITMETICO
ESTACION CAÑIAHUA
LECTURA DE MIRA: 1.82 DEPARTAMENTO: MADRE DE DIOS RIO: CARJAHUA FECHA: 25 DE MARZO
CAUDAL
Metodo Metros
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1 1 1.6 0.6 0.96 140 50 2.8 1.66 1.66 0.83 0.8 1 0.8 0.664
2 2 2.2 0.2 0.44 170 40 4.25 2.3125 2.200 1.930 1.9 1 1.9 3.667
0.8 1.76 150 40 3.75 2.0875
3 3 2.5 S 220 40 5.5 2.875 1.974 2.087 2.35 1 2.35 4.904
0.4 1 185 40 4.625 2.48125
0.6 1.5 170 40 4.25 2.3125
0.8 2 160 40 4 2.2
4 4 2.6 S 200 40 5 2.65 1.895 1.934 2.55 1 2.55 4.933
0.2 0.52 220 40 5.5 2.875
0.6 1.58 180 40 4.5 2.425
0.8 2.08 100 40 2.5 1.525
5 5 2.6 0.2 0.52 260 40 6.5 3.325 2.763 2.329 2.6 1 2.6 6.055
0.8 2.08 160 40 4 2.2
6 6 2.2 0.2 0.44 120 50 2.4 1.48 1.840 2.301 2.4 1 2.4 5.523
0.8 1.76 160 40 4 2.2
7 7.5 1.8 0.6 1.08 100 50 2 1.3 1.3 1.570 2 1.5 3 4.710
8 8.5 1.8 0.6 1.08 100 50 2 1.3 1.3 1.300 1.8 1 1.8 2.340
17.4 32.796
NEn el
punto
Media en
la vertical
Media en
el tramo
Profundida
d
TOTAL
PtoDist. Pto
inicialProf. (m)
Prof. ElevacionRevolucion Tiempo
TRABAJO DE CAMPO V= 0.4 + 0.45N TRABAJO DE GABINETE
SONDEOS CORRENTOMETROS VELOCIDAD SECCION
Area m3/sAncho
14
METODO ARITMETICO
ESTACION CAÑIAHUA
LECTURA DE MIRA: 1.9 DEPARTAMENTO: MADRE DE DIOS RIO: CARJAHUA FECHA: 15 DE ABRIL
CAUDAL
Metodo Metros
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1 1 1.6 0.6 0.96 140 50 2.8 2.08 2.08 1.04 0.8 1 0.8 0.832
2 2 1.8 0.2 0.36 170 50 3.4 2.44 2.320 2.200 1.7 1 1.7 3.740
0.8 1.44 150 50 3 2.2
3 3 2.2 S 240 50 4.8 3.28 2.132 2.226 2 1 2 4.452
0.4 0.88 185 50 3.7 2.62
0.6 1.32 170 50 3.4 2.44
0.8 1.76 160 50 3.2 2.32
4 4 2.8 S 240 50 4.8 3.28 2.096 2.114 2.5 1 2.5 5.285
0.2 0.56 220 50 4.4 3.04
0.6 1.68 180 50 3.6 2.56
0.8 2.24 100 50 2 1.6
5 5 2.6 0.2 0.52 180 50 3.6 2.56 2.680 2.388 2.7 1 2.7 6.448
0.8 2.08 200 50 4 2.8
6 6 2 0.2 0.4 120 50 2.4 1.84 2.200 2.440 2.3 1 2.3 5.612
0.8 1.6 180 50 3.6 2.56
7 7.5 2.2 0.4 0.88 160 50 3.2 2.32 2.44 2.320 2.1 1.5 3.15 7.308
0.8 1.76 180 50 3.6 2.56
8 8.5 1.6 0.6 0.96 100 50 2 1.6 1.6 2.020 1.9 1 1.9 3.838
17.05 37.515
NEn el
punto
Media en
la vertical
Media en
el tramo
Profundida
d
TOTAL
PtoDist. Pto
inicialProf. (m)
Prof. ElevacionRevolucion Tiempo
TRABAJO DE CAMPO V= 0.4 + 0.6N TRABAJO DE GABINETE
SONDEOS CORRENTOMETROS VELOCIDAD SECCION
Area m3/sAncho
15
METODO ARITMETICO
ESTACION CAÑIAHUA
LECTURA DE MIRA: 2.20 DEPARTAMENTO: MADRE DE DIOS RIO: CARJAHUA FECHA: 07 DE MAYO
CAUDAL
Metodo Metros
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1 1 1.6 0.6 0.96 160 50 3.2 2.32 2.32 1.16 0.8 1 0.8 0.928
2 2 2.2 0.2 0.44 180 50 3.6 2.56 2.380 2.350 1.9 1 1.9 4.465
0.8 1.76 150 50 3 2.2
3 3 2.6 S 240 50 4.8 3.28 2.132 2.256 2.4 1 2.4 5.414
0.4 1.04 185 50 3.7 2.62
0.6 1.56 170 50 3.4 2.44
0.8 2.08 160 50 3.2 2.32
4 4 2.8 S 240 50 4.8 3.28 2.096 2.114 2.7 1 2.7 5.708
0.2 0.56 220 50 4.4 3.04
0.6 1.68 180 50 3.6 2.56
0.8 2.24 100 50 2 1.6
5 5 2.6 0.2 0.52 200 50 4 2.8 2.800 2.448 2.7 1 2.7 6.610
0.8 2.08 200 50 4 2.8
6 6 2.4 0.2 0.48 160 50 3.2 2.32 2.440 2.620 2.5 1 2.5 6.550
0.8 1.92 180 50 3.6 2.56
7 7.5 2.2 0.4 0.88 170 50 3.4 2.44 2.5 2.470 2.3 1.5 3.45 8.522
0.8 1.76 180 50 3.6 2.56
8 8.5 1.6 0.6 0.96 120 50 2.4 1.84 1.84 2.170 1.9 1 1.9 4.123
18.35 42.319TOTAL
Area m3/sNEn el
punto
Media en
la vertical
Media en
el tramo
Profundida
dAnchoPto
Dist. Pto
inicialProf. (m)
Prof. ElevacionRevolucion Tiempo
TRABAJO DE CAMPO V= 0.4 + 0.6N TRABAJO DE GABINETE
SONDEOS CORRENTOMETROS VELOCIDAD SECCION
16
METODO ARITMETICO
ESTACION CAÑIAHUA
LECTURA DE MIRA: 2.35 DEPARTAMENTO: MADRE DE DIOS RIO: CARJAHUA FECHA: 17 DE DICIEMBRE
CAUDAL
Metodo Metros
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1 1 1.6 0.6 0.96 140 40 3.5 2.5 2.5 1.25 0.8 1 0.8 1
2 2 1.8 0.2 0.36 160 40 4 2.8 2.725 2.613 1.7 1 1.7 4.441
0.8 1.44 150 40 3.75 2.65
3 3 2.2 S 240 40 6 4 2.585 2.655 2 1 2 5.310
0.4 0.88 185 40 4.625 3.175
0.6 1.32 170 40 4.25 2.95
0.8 1.76 160 40 4 2.8
4 4 2.8 S 200 40 5 3.4 2.420 2.503 2.5 1 2.5 6.256
0.2 0.56 220 40 5.5 3.7
0.6 1.68 180 40 4.5 3.1
0.8 2.24 100 40 2.5 1.9
5 5 2.6 0.2 0.52 160 40 4 2.8 3.100 2.760 2.7 1 2.7 7.452
0.8 2.08 200 40 5 3.4
6 6 2.6 0.2 0.52 120 40 3 2.2 2.650 2.875 2.6 1 2.6 7.475
0.8 2.08 180 40 4.5 3.1
7 7.5 2.2 0.4 0.88 160 40 4 2.8 2.8 2.725 2.4 1.5 3.6 9.810
0.8 1.76 160 40 4 2.8
8 8 2 0.6 1.2 120 50 2.4 1.84 1.84 2.320 2.1 0.5 1.05 2.436
9 9 1.8 0.6 1.08 100 50 2 1.6 1.6 1.720 1.9 1 1.9 3.268
18.85 47.449TOTAL
Area m3/sNEn el
punto
Media en
la vertical
Media en
el tramo
Profundida
dAnchoPto
Dist. Pto
inicialProf. (m)
Prof. ElevacionRevolucion Tiempo
TRABAJO DE CAMPO V= 0.4 + 0.6N TRABAJO DE GABINETE
SONDEOS CORRENTOMETROS VELOCIDAD SECCION
17
METODO ARITMETICO
ESTACION CAÑIAHUA
LECTURA DE MIRA: 2.5 DEPARTAMENTO: MADRE DE DIOS RIO: CARJAHUA FECHA: 23 DE DICIEMBRE
CAUDAL
Metodo Metros
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1 1 1.6 0.6 0.96 100 35 2.857 2.214 2.214 1.107 0.8 1 0.8 0.886
2 2 1.8 0.2 0.36 150 35 4.286 3.071 3.071 2.643 1.7 1 1.7 4.493
0.8 1.44 150 35 4.286 3.071
3 3 2.4 S 200 35 5.714 3.929 2.954 3.013 2.1 1 2.1 6.327
0.4 0.96 185 35 5.286 3.671
0.6 1.44 200 35 5.714 3.929
0.8 1.92 160 35 4.571 3.243
4 4 3 S 200 35 5.714 3.929 2.663 2.809 2.7 1 2.7 7.583
0.2 0.6 180 35 5.143 3.586
0.6 1.8 120 35 3.429 2.557
0.8 2.4 160 35 4.571 3.243
5 5 3 0.2 0.6 240 35 6.857 4.614 4.100 3.381 3 1 3 10.144
0.8 2.4 180 35 5.143 3.586
6 6 2.8 0.2 0.56 160 35 4.571 3.243 3.071 3.586 2.9 1 2.9 10.399
0.8 2.24 140 35 4.000 2.900
7 7 2.6 0.4 1.04 120 35 3.429 2.557 2.386 2.729 2.7 1 2.7 7.367
0.8 2.08 100 35 2.857 2.214
8 7.5 2.4 0.4 0.96 140 35 4.000 2.900 2.900 2.643 2.5 0.5 1.25 3.304
0.8 1.92 140 35 4.000 2.900
9 8 2 0.6 1.2 100 35 2.857 2.214 2.214 2.557 2.2 0.5 1.1 2.813
10 9 1.4 0.6 0.84 120 35 3.429 2.557 2.557 2.386 1.7 1 1.7 4.056
19.95 57.371TOTAL
Area m3/sNEn el
punto
Media en
la vertical
Media en
el tramo
Profundida
dAnchoPto
Dist. Pto
inicialProf. (m)
Prof. ElevacionRevolucion Tiempo
TRABAJO DE CAMPO V= 0.5 + 0.6N TRABAJO DE GABINETE
SONDEOS CORRENTOMETROS VELOCIDAD SECCION
18
2. Con los caudales y miras, determine la curva altura- gasto con su ecuación potencial.
Fecha Mira Caudal
06 de Ene. 0.6 4.503
15 de Ene. 0.9 8.223
03 de Feb. 1.1 12.778
18 de Feb. 1.3 16.117
25 de Feb. 1.43 18.404
07 de Mar. 1.5 20.303
22 de Mar. 1.65 23.192
25 de Mar. 1.82 32.796
15 de Abr. 1.9 37.515
07 de May. 2.2 42.319
17 de Dic. 2.35 47.449
23 de Dic. 2.5 57.371
19
3. Con la ecuación potencial y la lectura de mira de 365 días del año, determine usted los caudales medios diarios.
MIRAS
MIRAS DIARIAS
DÍA/MES SETIEMBRE OCTUBRE NOVIEMBRE DICIEMBRE ENERO FEBRERO MARZO ABRIL MAYO JUNIO JULIO AGOSTO
1 0.5 0.6 1 1.2 1.2 1.9 1.6 1 0.9 0.9 0.6 0.4
2 0.6 0.7 1.2 1.1 1.7 2 1.7 1.2 1 1 0.7 0.5
3 0.7 0.8 1.3 1 1.8 2.1 1.9 1.5 1.1 1.1 0.6 0.7
4 0.6 0.6 1.1 1 2.8 2.2 2.3 1.7 1.3 1.2 0.7 0.6
5 0.6 0.7 1.2 1.6 2 2.3 2.2 1 1.1 1.3 0.8 0.6
6 0.8 0.6 1 1.2 2.1 1.9 2.1 1.1 1.1 1.1 0.8 0.7
7 0.5 0.5 1.1 1.3 1.8 2 2.5 1.5 1.2 1 0.8 0.8
8 0.5 1.1 1.5 1.1 1.7 2.2 2.4 1.6 1.3 0.9 0.8 0.8
9 0.5 1.3 1 1.6 2 1.9 2.3 1.2 1.3 1 0.8 0.5
10 0.6 1.2 1.2 1.2 1.8 2.1 2.2 1.1 1.5 1.1 0.7 0.5
11 0.8 1.4 1 1.6 1.9 2.2 2.4 1.4 1.4 1.2 0.6 0.6
12 0.5 1.2 1.4 1.7 2.1 2.1 2.2 1.3 1.2 1.3 0.7 0.7
13 0.6 0.9 1.5 1.3 2 2.3 2.6 1.2 1.3 1.1 0.7 0.5
14 0.7 0.8 1.2 1.1 1.8 1.9 2.2 1.7 1.1 1.1 0.6 0.4
15 0.8 0.7 1 1.3 1.9 2.1 1.9 1.1 1.3 1.2 0.6 0.8
16 0.6 0.5 1.2 1.5 2.1 2.2 1.8 1.6 1.4 1.2 0.7 0.7
17 0.7 0.7 1.1 1.6 1.9 2.3 1.7 1.4 1.2 1.3 0.7 0.6
18 0.6 0.8 1.2 1.7 1.8 2.1 1.8 1.7 1 1.1 0.8 0.4
19 0.7 0.5 1.1 1.2 1.9 2.2 2 1.2 0.9 1.2 0.8 0.7
20 0.5 0.6 1.3 1.1 2.1 2 2.1 1.1 1.2 1.3 0.8 0.6
21 0.8 0.7 1.4 1.2 2 1.9 2.2 1.1 1.3 1 0.7 0.4
22 0.6 0.8 1.5 1.3 1.9 2 2.3 1.3 1.4 1 0.7 0.5
23 0.5 0.9 1.2 1.6 1.8 2.1 2.5 1.2 1.2 0.9 0.8 0.5
24 0.6 0.8 1.1 1 1.9 2.2 1.9 1.4 1.1 0.9 0.8 0.7
25 0.7 0.9 1 1.1 1.8 2.3 1.8 1.5 1.4 0.9 0.8 0.7
20
26 0.8 1 1.3 1 1.7 2.2 1.8 1.4 1.5 1 0.7 0.6
27 0.7 1.2 1.2 1.2 2 2.1 1.7 1.5 1.2 1.2 0.6 0.4
28 0.7 1.1 1.1 1.3 2.1 2.2 2 1.6 1.1 1.1 0.7 0.5
29 0.8 1.2 1.4 1.1 2 2.1 1.7 1.2 1.2 0.8 0.5
30 0.7 1 1.2 1.2 1.9 2.2 1.6 1.1 1.1 0.6 0.6
31 0.9 1.3 1.8 2.4 1.3 0.6 0.4
CAUDALES MEDIOS DIARIOS
CAUDALES MEDIOS DIARIOS
DÍA/MES SETIEMBRE OCTUBRE NOVIEMBRE DICIEMBRE ENERO FEBRERO MARZO ABRIL MAYO JUNIO JULIO AGOSTO
1 3.002 4.166 10.433 14.478 14.478 33.066 24.280 10.433 8.633 8.633 4.166 2.010
2 4.166 5.496 14.478 12.382 27.075 36.259 27.075 14.478 10.433 10.433 5.496 3.002
3 5.496 6.986 16.718 10.433 30.004 39.582 33.066 21.621 12.382 12.382 4.166 5.496
4 4.166 4.166 12.382 10.433 66.381 43.034 46.613 27.075 16.718 14.478 5.496 4.166
5 4.166 5.496 14.478 24.280 36.259 46.613 43.034 10.433 12.382 16.718 6.986 4.166
6 6.986 4.166 10.433 14.478 39.582 33.066 39.582 12.382 12.382 12.382 6.986 5.496
7 3.002 3.002 12.382 16.718 30.004 36.259 54.149 21.621 14.478 10.433 6.986 6.986
8 3.002 12.382 21.621 12.382 27.075 43.034 50.318 24.280 16.718 8.633 6.986 6.986
9 3.002 16.718 10.433 24.280 36.259 33.066 46.613 14.478 16.718 10.433 6.986 3.002
10 4.166 14.478 14.478 14.478 30.004 39.582 43.034 12.382 21.621 12.382 5.496 3.002
11 6.986 19.100 10.433 24.280 33.066 43.034 50.318 19.100 19.100 14.478 4.166 4.166
12 3.002 14.478 19.100 27.075 39.582 39.582 43.034 16.718 14.478 16.718 5.496 5.496
13 4.166 8.633 21.621 16.718 36.259 46.613 58.103 14.478 16.718 12.382 5.496 3.002
21
14 5.496 6.986 14.478 12.382 30.004 33.066 43.034 27.075 12.382 12.382 4.166 2.010
15 6.986 5.496 10.433 16.718 33.066 39.582 33.066 12.382 16.718 14.478 4.166 6.986
16 4.166 3.002 14.478 21.621 39.582 43.034 30.004 24.280 19.100 14.478 5.496 5.496
17 5.496 5.496 12.382 24.280 33.066 46.613 27.075 19.100 14.478 16.718 5.496 4.166
18 4.166 6.986 14.478 27.075 30.004 39.582 30.004 27.075 10.433 12.382 6.986 2.010
19 5.496 3.002 12.382 14.478 33.066 43.034 36.259 14.478 8.633 14.478 6.986 5.496
20 3.002 4.166 16.718 12.382 39.582 36.259 39.582 12.382 14.478 16.718 6.986 4.166
21 6.986 5.496 19.100 14.478 36.259 33.066 43.034 12.382 16.718 10.433 5.496 2.010
22 4.166 6.986 21.621 16.718 33.066 36.259 46.613 16.718 19.100 10.433 5.496 3.002
23 3.002 8.633 14.478 24.280 30.004 39.582 54.149 14.478 14.478 8.633 6.986 3.002
24 4.166 6.986 12.382 10.433 33.066 43.034 33.066 19.100 12.382 8.633 6.986 5.496
25 5.496 8.633 10.433 12.382 30.004 46.613 30.004 21.621 19.100 8.633 6.986 5.496
26 6.986 10.433 16.718 10.433 27.075 43.034 30.004 19.100 21.621 10.433 5.496 4.166
27 5.496 14.478 14.478 14.478 36.259 39.582 27.075 21.621 14.478 14.478 4.166 2.010
28 5.496 12.382 12.382 16.718 39.582 43.034 36.259 24.280 12.382 12.382 5.496 3.002
29 6.986 14.478 19.100 12.382 36.259 39.582 27.075 14.478 14.478 6.986 3.002
30 5.496 10.433 14.478 14.478 33.066 43.034 24.280 12.382 12.382 4.166 4.166
31 8.633 16.718 30.004 50.318 16.718 4.166 2.010
22
4. Con los aforos calculados para los 365 días construya la curva de duración y determine las 2 ecuaciones más representativas
(Logarítmica y polinómica)
DÍA Q real Q
ordenado Frec (%)
1 3.002 66.381 0.003
2 4.166 58.103 0.005
3 5.496 54.149 0.008
4 4.166 54.149 0.011
5 4.166 50.318 0.014
6 6.986 50.318 0.016
7 3.002 50.318 0.019
8 3.002 46.613 0.022
9 3.002 46.613 0.025
10 4.166 46.613 0.027
11 6.986 46.613 0.030
12 3.002 46.613 0.033
13 4.166 46.613 0.036
14 5.496 46.613 0.038
15 6.986 43.034 0.041
16 4.166 43.034 0.044
17 5.496 43.034 0.046
18 4.166 43.034 0.049
19 5.496 43.034 0.052
20 3.002 43.034 0.055
21 6.986 43.034 0.057
22 4.166 43.034 0.060
23 3.002 43.034 0.063
24 4.166 43.034 0.066
25 5.496 43.034 0.068
26 6.986 43.034 0.071
27 5.496 43.034 0.074
28 5.496 43.034 0.077
29 6.986 39.582 0.079
30 5.496 39.582 0.082
31 4.166 39.582 0.085
32 5.496 39.582 0.087
33 6.986 39.582 0.090
34 4.166 39.582 0.093
35 5.496 39.582 0.096
36 4.166 39.582 0.098
37 3.002 39.582 0.101
38 12.382 39.582 0.104
39 16.718 39.582 0.107
40 14.478 39.582 0.109
41 19.100 39.582 0.112
42 14.478 39.582 0.115
43 8.633 39.582 0.117
44 6.986 36.259 0.120
45 5.496 36.259 0.123
46 3.002 36.259 0.126
47 5.496 36.259 0.128
48 6.986 36.259 0.131
49 3.002 36.259 0.134
50 4.166 36.259 0.137
51 5.496 36.259 0.139
52 6.986 36.259 0.142
53 8.633 36.259 0.145
23
DÍA Q real Q
ordenado Frec (%)
54 6.986 36.259 0.148
55 8.633 36.259 0.150
56 10.433 33.066 0.153
57 14.478 33.066 0.156
58 12.382 33.066 0.158
59 14.478 33.066 0.161
60 10.433 33.066 0.164
61 8.633 33.066 0.167
62 10.433 33.066 0.169
63 14.478 33.066 0.172
64 16.718 33.066 0.175
65 12.382 33.066 0.178
66 14.478 33.066 0.180
67 10.433 33.066 0.183
68 12.382 33.066 0.186
69 21.621 33.066 0.189
70 10.433 33.066 0.191
71 14.478 30.004 0.194
72 10.433 30.004 0.197
73 19.100 30.004 0.199
74 21.621 30.004 0.202
75 14.478 30.004 0.205
76 10.433 30.004 0.208
77 14.478 30.004 0.210
78 12.382 30.004 0.213
79 14.478 30.004 0.216
80 12.382 30.004 0.219
81 16.718 30.004 0.221
82 19.100 30.004 0.224
83 21.621 27.075 0.227
84 14.478 27.075 0.230
85 12.382 27.075 0.232
86 10.433 27.075 0.235
87 16.718 27.075 0.238
88 14.478 27.075 0.240
89 12.382 27.075 0.243
90 19.100 27.075 0.246
91 14.478 27.075 0.249
92 14.478 27.075 0.251
93 12.382 27.075 0.254
94 10.433 27.075 0.257
95 10.433 24.280 0.260
96 24.280 24.280 0.262
97 14.478 24.280 0.265
98 16.718 24.280 0.268
99 12.382 24.280 0.270
100 24.280 24.280 0.273
101 14.478 24.280 0.276
102 24.280 24.280 0.279
103 27.075 24.280 0.281
104 16.718 24.280 0.284
105 12.382 21.621 0.287
106 16.718 21.621 0.290
107 21.621 21.621 0.292
108 24.280 21.621 0.295
109 27.075 21.621 0.298
110 14.478 21.621 0.301
111 12.382 21.621 0.303
112 14.478 21.621 0.306
24
DÍA Q real Q
ordenado Frec (%)
113 16.718 21.621 0.309
114 24.280 21.621 0.311
115 10.433 19.100 0.314
116 12.382 19.100 0.317
117 10.433 19.100 0.320
118 14.478 19.100 0.322
119 16.718 19.100 0.325
120 12.382 19.100 0.328
121 14.478 19.100 0.331
122 16.718 19.100 0.333
123 14.478 19.100 0.336
124 27.075 19.100 0.339
125 30.004 19.100 0.342
126 66.381 19.100 0.344
127 36.259 16.718 0.347
128 39.582 16.718 0.350
129 30.004 16.718 0.352
130 27.075 16.718 0.355
131 36.259 16.718 0.358
132 30.004 16.718 0.361
133 33.066 16.718 0.363
134 39.582 16.718 0.366
135 36.259 16.718 0.369
136 30.004 16.718 0.372
137 33.066 16.718 0.374
138 39.582 16.718 0.377
139 33.066 16.718 0.380
140 30.004 16.718 0.383
141 33.066 16.718 0.385
142 39.582 16.718 0.388
143 36.259 16.718 0.391
144 33.066 16.718 0.393
145 30.004 16.718 0.396
146 33.066 16.718 0.399
147 30.004 16.718 0.402
148 27.075 16.718 0.404
149 36.259 16.718 0.407
150 39.582 14.478 0.410
151 36.259 14.478 0.413
152 33.066 14.478 0.415
153 30.004 14.478 0.418
154 33.066 14.478 0.421
155 36.259 14.478 0.423
156 39.582 14.478 0.426
157 43.034 14.478 0.429
158 46.613 14.478 0.432
159 33.066 14.478 0.434
160 36.259 14.478 0.437
161 43.034 14.478 0.440
162 33.066 14.478 0.443
163 39.582 14.478 0.445
164 43.034 14.478 0.448
165 39.582 14.478 0.451
166 46.613 14.478 0.454
167 33.066 14.478 0.456
168 39.582 14.478 0.459
169 43.034 14.478 0.462
170 46.613 14.478 0.464
171 39.582 14.478 0.467
25
DÍA Q real Q
ordenado Frec (%)
172 43.034 14.478 0.470
173 36.259 14.478 0.473
174 33.066 14.478 0.475
175 36.259 14.478 0.478
176 39.582 14.478 0.481
177 43.034 14.478 0.484
178 46.613 14.478 0.486
179 43.034 14.478 0.489
180 39.582 14.478 0.492
181 43.034 14.478 0.495
182 24.280 14.478 0.497
183 27.075 14.478 0.500
184 33.066 14.478 0.503
185 46.613 14.478 0.505
186 43.034 14.478 0.508
187 39.582 14.478 0.511
188 54.149 14.478 0.514
189 50.318 14.478 0.516
190 46.613 12.382 0.519
191 43.034 12.382 0.522
192 50.318 12.382 0.525
193 43.034 12.382 0.527
194 58.103 12.382 0.530
195 43.034 12.382 0.533
196 33.066 12.382 0.536
197 30.004 12.382 0.538
198 27.075 12.382 0.541
199 30.004 12.382 0.544
200 36.259 12.382 0.546
201 39.582 12.382 0.549
202 43.034 12.382 0.552
203 46.613 12.382 0.555
204 54.149 12.382 0.557
205 33.066 12.382 0.560
206 30.004 12.382 0.563
207 30.004 12.382 0.566
208 27.075 12.382 0.568
209 36.259 12.382 0.571
210 39.582 12.382 0.574
211 43.034 12.382 0.577
212 50.318 12.382 0.579
213 10.433 12.382 0.582
214 14.478 12.382 0.585
215 21.621 12.382 0.587
216 27.075 12.382 0.590
217 10.433 12.382 0.593
218 12.382 12.382 0.596
219 21.621 12.382 0.598
220 24.280 12.382 0.601
221 14.478 12.382 0.604
222 12.382 12.382 0.607
223 19.100 12.382 0.609
224 16.718 10.433 0.612
225 14.478 10.433 0.615
226 27.075 10.433 0.617
227 12.382 10.433 0.620
228 24.280 10.433 0.623
229 19.100 10.433 0.626
230 27.075 10.433 0.628
231 14.478 10.433 0.631
26
DÍA Q real Q
ordenado Frec (%)
232 12.382 10.433 0.634
233 12.382 10.433 0.637
234 16.718 10.433 0.639
235 14.478 10.433 0.642
236 19.100 10.433 0.645
237 21.621 10.433 0.648
238 19.100 10.433 0.650
239 21.621 10.433 0.653
240 24.280 10.433 0.656
241 27.075 10.433 0.658
242 24.280 10.433 0.661
243 8.633 10.433 0.664
244 10.433 10.433 0.667
245 12.382 10.433 0.669
246 16.718 8.633 0.672
247 12.382 8.633 0.675
248 12.382 8.633 0.678
249 14.478 8.633 0.680
250 16.718 8.633 0.683
251 16.718 8.633 0.686
252 21.621 8.633 0.689
253 19.100 8.633 0.691
254 14.478 8.633 0.694
255 16.718 8.633 0.697
256 12.382 8.633 0.699
257 16.718 6.986 0.702
258 19.100 6.986 0.705
259 14.478 6.986 0.708
260 10.433 6.986 0.710
261 8.633 6.986 0.713
262 14.478 6.986 0.716
263 16.718 6.986 0.719
264 19.100 6.986 0.721
265 14.478 6.986 0.724
266 12.382 6.986 0.727
267 19.100 6.986 0.730
268 21.621 6.986 0.732
269 14.478 6.986 0.735
270 12.382 6.986 0.738
271 14.478 6.986 0.740
272 12.382 6.986 0.743
273 16.718 6.986 0.746
274 8.633 6.986 0.749
275 10.433 6.986 0.751
276 12.382 6.986 0.754
277 14.478 6.986 0.757
278 16.718 6.986 0.760
279 12.382 6.986 0.762
280 10.433 6.986 0.765
281 8.633 6.986 0.768
282 10.433 6.986 0.770
283 12.382 5.496 0.773
284 14.478 5.496 0.776
285 16.718 5.496 0.779
286 12.382 5.496 0.781
287 12.382 5.496 0.784
288 14.478 5.496 0.787
289 14.478 5.496 0.790
290 16.718 5.496 0.792
291 12.382 5.496 0.795
27
DÍA Q real Q
ordenado Frec (%)
292 14.478 5.496 0.798
293 16.718 5.496 0.801
294 10.433 5.496 0.803
295 10.433 5.496 0.806
296 8.633 5.496 0.809
297 8.633 5.496 0.811
298 8.633 5.496 0.814
299 10.433 5.496 0.817
300 14.478 5.496 0.820
301 12.382 5.496 0.822
302 14.478 5.496 0.825
303 12.382 5.496 0.828
304 4.166 5.496 0.831
305 5.496 5.496 0.833
306 4.166 5.496 0.836
307 5.496 5.496 0.839
308 6.986 5.496 0.842
309 6.986 5.496 0.844
310 6.986 5.496 0.847
311 6.986 5.496 0.850
312 6.986 5.496 0.852
313 5.496 5.496 0.855
314 4.166 4.166 0.858
315 5.496 4.166 0.861
316 5.496 4.166 0.863
317 4.166 4.166 0.866
318 4.166 4.166 0.869
319 5.496 4.166 0.872
320 5.496 4.166 0.874
321 6.986 4.166 0.877
322 6.986 4.166 0.880
323 6.986 4.166 0.883
324 5.496 4.166 0.885
325 5.496 4.166 0.888
326 6.986 4.166 0.891
327 6.986 4.166 0.893
328 6.986 4.166 0.896
329 5.496 4.166 0.899
330 4.166 4.166 0.902
331 5.496 4.166 0.904
332 6.986 4.166 0.907
333 4.166 4.166 0.910
334 4.166 4.166 0.913
335 2.010 4.166 0.915
336 3.002 4.166 0.918
337 5.496 4.166 0.921
338 4.166 4.166 0.923
339 4.166 4.166 0.926
340 5.496 4.166 0.929
341 6.986 4.166 0.932
342 6.986 3.002 0.934
343 3.002 3.002 0.937
344 3.002 3.002 0.940
345 4.166 3.002 0.943
346 5.496 3.002 0.945
347 3.002 3.002 0.948
348 2.010 3.002 0.951
349 6.986 3.002 0.954
350 5.496 3.002 0.956
351 4.166 3.002 0.959
28
DÍA Q real Q
ordenado Frec (%)
352 2.010 3.002 0.962
353 5.496 3.002 0.964
354 4.166 3.002 0.967
355 2.010 3.002 0.970
356 3.002 3.002 0.973
357 3.002 3.002 0.975
358 5.496 3.002 0.978
359 5.496 3.002 0.981
360 4.166 2.010 0.984
361 2.010 2.010 0.986
362 3.002 2.010 0.989
363 3.002 2.010 0.992
364 4.166 2.010 0.995
365 2.010 2.010 0.997
29
5. Determinar los caudales para las siguientes frecuencias:
Del cuadro generado anteriormente se ubican los caudales correspondientes a las frecuencias pedidas
FRECUENCIA CAUDAL
5 43.034
10 39.582
15 36.259
20 30.004
30 21.621
40 16.718
50 14.478
60 12.382
65 10.433
70 8.633
75 6.986
80 5.496
85 5.496
95 3.002
99 2.010
30
6.- Relación MIRA VS ÀREA
Fecha Mira AREA POLINÒMICA
06 de Ene. 0.6 2.97 2.28322
15 de Ene. 0.9 5.07 5.86432
03 de Feb. 1.1 9.14 8.10192
18 de Feb. 1.3 9.14 10.21968
25 de Feb. 1.43 10.4 11.5319598
07 de Mar. 1.5 11.55 12.2176
22 de Mar. 1.65 13.05 13.637395
25 de Mar. 1.82 17.4 15.1650048
15 de Abr. 1.9 17.05 15.85392
07 de May. 2.2 18.35 18.26658
17 de Dic. 2.35 18.85 19.371795
23 de Dic. 2.5 19.95 20.4096
31
7.- Relación MIRA VS CAUDAL
Fecha Mira CAUDAL POTENCIAL
06 de Ene. 0.6 4.503 4.165840469
15 de Ene. 0.9 8.223 8.633240618
03 de Feb. 1.1 12.778 12.38226633
18 de Feb. 1.3 16.117 16.71814933
25 de Feb. 1.43 18.404 19.84171165
07 de Mar. 1.5 20.303 21.62123107
22 de Mar. 1.65 23.192 25.66086855
25 de Mar. 1.82 32.796 30.60620662
15 de Abr. 1.9 37.515 33.06626782
07 de May. 2.2 42.319 43.03395381
17 de Dic. 2.35 47.449 48.44984249
23 de Dic. 2.5 57.371 54.14856988
y = 10.433x1.7972
R² = 0.9912
0.0
10.0
20.0
30.0
40.0
50.0
60.0
70.0
0 0.5 1 1.5 2 2.5 3
CAUDAL VS MIRA
32
8.- Relación MIRA VS VELOCIDAD
Fecha Mira VELOC. POLINOMICA
06 de Ene. 0.6 1.4515 1.44346
15 de Ene. 0.9 1.499 1.41265
03 de Feb. 1.1 1.251 1.43841
18 de Feb. 1.3 1.578 1.50121
25 de Feb. 1.43 1.578 1.5618927
07 de Mar. 1.5 1.578 1.60105
22 de Mar. 1.65 1.665 1.7002375
25 de Mar. 1.82 1.785 1.8378372
15 de Abr. 1.9 2.094 1.91185
07 de May. 2.2 2.199 2.24218
17 de Dic. 2.35 2.380 2.4385975
23 de Dic. 2.5 2.685 2.65585
