Curvas
7
SURCO 01 0 0.00 0.00 0.00 0.00 0.000 5 1.51 1.95 1.51 1.95 0.034 10 2.70 2.83 4.21 4.78 0.034 15 5.45 3.53 8.15 6.36 0.017 20 6.32 3.87 11.77 7.40 0.017 25 9.52 4.72 15.84 8.59 0.037 30 12.17 5.17 21.69 9.89 0.036 35 14.82 7.78 26.99 12.95 0.008 40 16.57 9.58 31.39 17.36 0.042 ancho (m) INCIAL 60 0.60 2160 0.00 0 0 FINAL 5 0.03 108 40.00 0.5 102.6 SURCO 02 0 0.00 0.00 0.00 0.00 0.000 5 0.42 1.25 0.42 1.25 0.034 10 1.03 3.03 1.45 4.28 0.034 15 1.85 4.30 2.88 7.33 0.017 20 2.72 4.77 4.57 9.07 0.017 25 3.47 5.53 6.19 10.30 0.037 30 4.17 7.67 7.64 13.20 0.036 35 5.00 8.02 9.17 15.69 0.008 40 5.83 8.28 10.83 16.30 0.042 47 7.52 9.18 20.01 17.46 0.042 Distancias (m) Avance (mim) recesion (mim) acumulado avan (mim) acum recesion (mim) pendiente (s) altura aforador (mm) caudal (l/s) caudal (l/h) Longitud (m) caudal de infiltracion (l/m2) Distancias (m) Avance (min) Control (min) acumulado avan (mim) acum recesion (mim) pendiente (s)
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BUENA INFORMACIÓN
Transcript of Curvas
SURCO 01
pendiente (s) Q (L/s)
0 0.00 0.00 0.00 0.00 0.000 0.005 1.51 1.95 1.51 1.95 0.034 18.53
10 2.70 2.83 4.21 4.78 0.034 18.5315 5.45 3.53 8.15 6.36 0.017 37.0620 6.32 3.87 11.77 7.40 0.017 37.0625 9.52 4.72 15.84 8.59 0.037 17.0330 12.17 5.17 21.69 9.89 0.036 17.5035 14.82 7.78 26.99 12.95 0.008 78.7540 16.57 9.58 31.39 17.36 0.042 15.00
caudal (l/s) caudal (l/h) Longitud (m) ancho (m)
INCIAL 60 0.60 2160 0.00 0 0 0.00FINAL 5 0.03 108 40.00 0.5 102.6 102.6
SURCO 02
pendiente (s) Q (L/s)
0 0.00 0.00 0.00 0.00 0.000 0.005 0.42 1.25 0.42 1.25 0.034 18.53
10 1.03 3.03 1.45 4.28 0.034 18.5315 1.85 4.30 2.88 7.33 0.017 37.0620 2.72 4.77 4.57 9.07 0.017 37.0625 3.47 5.53 6.19 10.30 0.037 17.0330 4.17 7.67 7.64 13.20 0.036 17.5035 5.00 8.02 9.17 15.69 0.008 78.7540 5.83 8.28 10.83 16.30 0.042 15.0047 7.52 9.18 20.01 17.46 0.042 15.00
Distancias (m)
Avance (mim)
recesion (mim)
acumulado avan (mim)
acum recesion (mim)
altura aforador
(mm)
caudal de infiltracion
(l/m2)
velocidad de infitracion
(mm/h)
Distancias (m)
Avance (min)
Control (min)
acumulado avan (mim)
acum recesion (mim)
caudal (l/s) caudal (l/h) Longitud (m) ancho (m)
INCIAL 80 1.17 4212 0.00 0 0FINAL 8 0.04 151.2 40.00 0.5 203.04
altura aforador
(mm)
caudal de infiltracion
(l/m2)
0.80 1.00 1.20 1.40 1.60 1.80 2.000
0.2
0.4
0.6
0.8
1
1.2
CURVAS
DISTANCIA (m)
TIEM
PO (s
eg)
0.8 1 1.2 1.4 1.6 1.8 20
0.2
0.4
0.6
0.8
1
1.2
CURVAS
RECESIONAVANCE
DISTANCIA (m)
TIEM
PO (s
eg)
X=Ln(T)
0.00 0.00 ACUMULADO (cm/hora)2668.24 2668.24 0.00 0.00 0.0 0.0001334.12 4002.35 1.51 2668.24 0.4 7.8891778.82 5781.18 4.21 4002.35 1.4 8.2951334.12 7115.29 8.15 5781.18 2.1 8.662490.38 7605.67 11.77 7115.29 2.5 8.870420.00 8025.67 15.84 7605.67 2.8 8.937
1620.00 9645.67 21.69 8025.67 3.1 8.990270.00 9915.67 26.99 9645.67 3.3 9.174
31.39 9915.67 3.4 9.202∑ 18.99449 70.01936
Minimos cuadradosCuadro de resumen
b 2.7822a 1.227
r^2 0.785B -2.7822
A=e^a 3.410
X=Ln(T)
0.00 0.00 ACUMULADO (cm/hora)2668.24 2668.24 0.00 0.00 0.0 0.0001334.12 4002.35 0.42 2668.24 -0.9 7.8891778.82 5781.18 1.45 4002.35 0.4 8.2951334.12 7115.29 2.88 5781.18 1.1 8.662490.38 7605.67 4.57 7115.29 1.5 8.870420.00 8025.67 6.19 7605.67 1.8 8.937
1620.00 9645.67 7.64 8025.67 2.0 8.990270.00 9915.67 9.17 9645.67 2.2 9.174229.79 10145.46 10.83 9915.67 2.4 9.202
∑ 10.53596 70.01936
Minimos cuadradosCuadro de resumen
b 2.9798
velocidad de infiltracion
(cm/h)
velocidad de infiltracion
acumulada cm/h)TIEMPO "T"
(min)Velocidad de Infiltracion
acumulaY=LN
(Velocidad infiltracion)
velocidad de infiltracion
(cm/h)
velocidad de infiltracion
acumulada cm/h)TIEMPO "T"
(min)Velocidad de Infiltracion
acumulaY=LN
(Velocidad infiltracion)
𝑉𝑖=𝑘𝑡^(−𝑛)=𝐴𝑡^(−𝐵)Ln(𝑉𝑖)=𝐿𝑛( 〖𝐴𝑇〗 ^(−𝐵))
Ln(𝑉𝑖)=𝐿𝑛(𝐴)−𝐵𝐿𝑛(𝑇)Y = a + bx
𝑉𝑖=3.799𝑡^(−19579)
𝑉𝑖=𝑘𝑡^(−𝑛)=𝐴𝑡^(−𝐵)Ln(𝑉𝑖)=𝐿𝑛( 〖𝐴𝑇〗 ^(−𝐵))
Ln(𝑉𝑖)=𝐿𝑛(𝐴)−𝐵𝐿𝑛(𝑇)Y = a + bx
a 2.759r^2 0.485B -2.9798
0.00 A=e^a 15.782203.04
velocidad de infitracion
(mm/h)
0.80 1.00 1.20 1.40 1.60 1.80 2.000
0.2
0.4
0.6
0.8
1
1.2
CURVAS
DISTANCIA (m)
TIEM
PO (s
eg)
Ln(𝑉𝑖)=𝐿𝑛(𝐴)−𝐵𝐿𝑛(𝑇)Y = a + bx
𝑉𝑖=3.799𝑡^(−19579)
X*Y
0.000 0.00 0.0003.251 0.17 62.239
11.923 2.07 68.80118.174 4.40 75.03721.869 6.08 78.67724.688 7.63 79.86427.662 9.47 80.82730.233 10.86 84.16731.714 11.88 84.674
169.51529 52.55379 614.28611
X*Y
0.000 0.00 0.000-6.844 0.75 62.2393.082 0.14 68.8019.163 1.12 75.037
13.478 2.31 78.67716.291 3.32 79.86418.281 4.13 80.82720.330 4.91 84.16721.922 5.68 84.674
95.70256 22.36208 614.28611
X2 Y2
X2 Y2
𝑉𝑖=𝑘𝑡^(−𝑛)=𝐴𝑡^(−𝐵)Ln(𝑉𝑖)=𝐿𝑛( 〖𝐴𝑇〗 ^(−𝐵))
Ln(𝑉𝑖)=𝐿𝑛(𝐴)−𝐵𝐿𝑛(𝑇)Y = a + bx
𝑉𝑖=3.799𝑡^(−19579)
0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.000.00
2000.00
4000.00
6000.00
8000.00
10000.00
12000.00
Chart Title
tiempo acumulado
Velo
cidad
de
Infil
trac
ion
𝑉𝑖=𝑘𝑡^(−𝑛)=𝐴𝑡^(−𝐵)Ln(𝑉𝑖)=𝐿𝑛( 〖𝐴𝑇〗 ^(−𝐵))
Ln(𝑉𝑖)=𝐿𝑛(𝐴)−𝐵𝐿𝑛(𝑇)Y = a + bx
Ln(𝑉𝑖)=𝐿𝑛(𝐴)−𝐵𝐿𝑛(𝑇)Y = a + bx
𝑉𝑖=3.799𝑡^(−19579)
0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.000.00
2000.00
4000.00
6000.00
8000.00
10000.00
12000.00
Chart Title
tiempo acumulado
Velo
cidad
de
Infil
trac
ion
