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CUADRO A.01: UBICACIÓN Y CAUDAL EN TOMAS LATERALES DEL CANAL VINCHOS
DESCRIPCIÓN PROGRESIVANUMERO DE PERFILES
INICIO 0+000 0.00 241.00 241.00 645.00
TOMA 01 0+920 5.00 241.00 236.00 645.00
TOMA 02 2+120 6.00 241.00 230.00 645.00
TOMA 03 2+630 2.00 241.00 228.00 645.00
TOMA 04 2+950 2.00 241.00 226.00 645.00
TOMA 05 3+370 5.00 241.00 221.00 645.00
TOMA 06 3+830 2.00 241.00 219.00 645.00
TOMA 07 4+600 9.00 241.00 210.00 645.00
TOMA 08 5+180 5.00 241.00 205.00 645.00
TOMA 09 5+360 5.00 241.00 200.00 645.00
TOMA 10 6+940 5.00 241.00 195.00 645.00
TOMA 11 7+090 6.00 241.00 189.00 645.00
TOMA 12 7+460 5.00 241.00 184.00 645.00
TOMA 13 7+770 6.00 241.00 178.00 645.00
TOMA 14 8+350 9.00 241.00 169.00 645.00
TOMA 15 8+810 20.00 241.00 149.00 645.00
TOMA 16 9+050 9.00 241.00 140.00 645.00
TOMA 17 9+370 2.00 241.00 138.00 645.00
TOMA 18 10+150 25.00 241.00 113.00 645.00
TOMA 19 11+220 13.00 241.00 100.00 645.00
TOMA 20 11+770 13.00 241.00 87.00 645.00
TOMA 21 12+530 25.00 241.00 62.00 645.00
TOMA 22 12+730 25.00 241.00 37.00 645.00
TOMA 23 13+750 25.00 241.00 12.00 645.00
TOMA 24 14+350 12.00 241.00 0.00 645.00
Q para toma (l/s) Q1 diseño
(l/s)Q2 operación
(l/s)Q3 desborde
(l/s)
CUADRO A.02: SECCIONES DEL CANAL VINCHOS PARA HEC - RAS
# DESCRPCIÓN PENDIENTE
1 inicio 0.20% 2000.00 50000.00 70.66 50.000000
2 0.20% 2070.66 49929.34 1.25 49.929340
3 acueducto 0.20% 2071.91 49928.09 8.88 49.928090
4 acueducto 0.20% 2080.79 49919.21 1.25 49.919210
5 0.20% 2082.04 49917.96 17.96 49.917960
6 0.20% 2100.00 49900.00 20.00 49.900000
7 toma 02 0.20% 2120.00 49880.00 80.00 49.880000
8 0.20% 2200.00 49800.00 100.00 49.800000
9 0.20% 2300.00 49700.00 100.00 49.700000
10 0.20% 2400.00 49600.00 100.00 49.600000
11 0.20% 2500.00 49500.00 100.00 49.500000
12 0.20% 2600.00 49400.00 30.00 49.400000
13 toma 03 0.20% 2630.00 49370.00 70.00 49.370000
14 0.20% 2700.00 49300.00 100.00 49.300000
15 0.20% 2800.00 49200.00 100.00 49.200000
16 0.20% 2900.00 49100.00 50.00 49.100000
17 toma 04 0.20% 2950.00 49050.00 50.00 49.050000
18 0.15% 3000.00 49000.00 100.00 49.000000
19 0.15% 3100.00 48900.00 100.00 48.900000
20 0.15% 3200.00 48800.00 100.00 48.800000
21 0.15% 3300.00 48700.00 70.00 48.700000
22 toma 05 0.15% 3370.00 48630.00 30.00 48.630000
23 0.15% 3400.00 48600.00 100.00 48.600000
24 0.15% 3500.00 48500.00 100.00 48.500000
25 0.15% 3600.00 48400.00 100.00 48.400000
26 0.15% 3700.00 48300.00 100.00 48.300000
27 0.15% 3800.00 48200.00 30.00 48.200000
28 toma 06 0.15% 3830.00 48170.00 70.00 48.170000
29 0.15% 3900.00 48100.00 100.00 48.100000
30 0.15% 4000.00 48000.00 100.00 48.000000
31 0.15% 4100.00 47900.00 100.00 47.900000
32 0.15% 4200.00 47800.00 57.55 47.800000
33 0.15% 4257.55 47742.45 1.25 47.742450
34 acueducto 0.15% 4258.80 47741.20 9.79 47.741200
35 acueducto 0.15% 4268.59 47731.41 1.25 47.731410
36 0.15% 4269.84 47730.16 30.16 47.730160
37 0.15% 4300.00 47700.00 100.00 47.700000
SECCIÓN EXPEDIENTE
SECCIÓN CORREGIDA
DOWNSTREAM REACH LENGTHS
RIVER STATION
CUADRO A.02: SECCIONES DEL CANAL VINCHOS PARA HEC - RAS
# DESCRPCIÓN PENDIENTESECCIÓN
EXPEDIENTESECCIÓN
CORREGIDADOWNSTREAM
REACH LENGTHSRIVER
STATION
38 0.15% 4400.00 47600.00 100.00 47.600000
39 0.15% 4500.00 47500.00 100.00 47.500000
40 toma 07 0.15% 4600.00 47400.00 100.00 47.400000
41 0.15% 4700.00 47300.00 100.00 47.300000
42 0.15% 4800.00 47200.00 100.00 47.200000
43 0.15% 4900.00 47100.00 100.00 47.100000
44 fin - 5000.00 47000.00 0.00 47.000000
CUADRO A.03: SECCIONES DEL CANAL VINCHOS PARA HEC - RAS
CROSS SECTION DATA - SECCIONES
river: CANAL VINCHOS
reach: TRAMO UNICO river sta: 50.000000
descripción: PROGRESIVA 50
cross section coordinates downstream reach lengthsstation elevation lob channel rob
1 0.00 3500.800000 70.66 70.66 70.66
2 0.65 3500.800000
3 1.00 3500.100000 manning`s n values
4 1.50 3500.100000 lob channel rob
5 1.85 3500.800000 0.014 0.014 0.014
6 2.00 3500.8000007 main channel bank stations8 left bank right bank9 0.65 1.85
1011 cont\exp coeficient (steady flow)12 contraction expansion13 0.10 0.30
CROSS SECTION DATA - SECCIONES
river: CANAL VINCHOS
reach: TRAMO UNICO river sta: 49.929340
descripción: PROGRESIVA 49.92934
cross section coordinates downstream reach lengthsstation elevation lob channel rob
1 0.00 3500.658680 1.25 1.25 1.25
2 0.65 3500.658680
3 1.00 3499.958680 manning`s n values
4 1.50 3499.958680 lob channel rob
5 1.85 3500.658680 0.014 0.014 0.014
6 2.00 3500.6586807 main channel bank stations8 left bank right bank9 0.65 1.85
1011 cont\exp coeficient (steady flow)12 contraction expansion13
CROSS SECTION DATA - SECCIONES
river: CANAL VINCHOS
reach: TRAMO UNICO river sta: 49.928090
descripción: PROGRESIVA 49.92809
cross section coordinates downstream reach lengthsstation elevation lob channel rob
1 0.00 3500.656180 8.88 8.88 8.88
2 0.90 3500.656180
3 0.90 3499.956180 manning`s n values
4 1.60 3499.956180 lob channel rob
5 1.60 3500.656180 0.014 0.014 0.014
6 2.00 3500.6561807 main channel bank stations8 left bank right bank9 0.90 1.60
1011 cont\exp coeficient (steady flow)
CUADRO A.03: SECCIONES DEL CANAL VINCHOS PARA HEC - RAS
12 contraction expansion13
CROSS SECTION DATA - SECCIONES
river: CANAL VINCHOS
reach: TRAMO UNICO river sta: 49.919210
descripción: PROGRESIVA 49.91921
cross section coordinates downstream reach lengthsstation elevation lob channel rob
1 0.00 3500.638420 1.25 1.25 1.25
2 0.90 3500.638420
3 0.90 3499.938420 manning`s n values
4 1.60 3499.938420 lob channel rob
5 1.60 3500.638420 0.014 0.014 0.014
6 2.00 3500.6384207 main channel bank stations8 left bank right bank9 0.90 1.60
1011 cont\exp coeficient (steady flow)12 contraction expansion13
CROSS SECTION DATA - SECCIONES
river: CANAL VINCHOS
reach: TRAMO UNICO river sta: 49.917960
descripción: PROGRESIVA 49.91796
cross section coordinates downstream reach lengthsstation elevation lob channel rob
1 0.00 3500.635920 17.96 17.96 17.96
2 0.65 3500.635920
3 1.00 3499.935920 manning`s n values
4 1.50 3499.935920 lob channel rob
5 1.85 3500.635920 0.014 0.014 0.014
6 2.00 3500.6359207 main channel bank stations8 left bank right bank9 0.65 1.85
1011 cont\exp coeficient (steady flow)12 contraction expansion13
CROSS SECTION DATA - SECCIONES
river: CANAL VINCHOS
reach: TRAMO UNICO river sta: 49.900000
descripción: PROGRESIVA 49.9
cross section coordinates downstream reach lengthsstation elevation lob channel rob
1 0.00 3500.600000 20.00 20.00 20.00
2 0.65 3500.600000
3 1.00 3499.900000 manning`s n values
4 1.50 3499.900000 lob channel rob
5 1.85 3500.600000 0.014 0.014 0.014
6 2.00 3500.6000007 main channel bank stations
CUADRO A.03: SECCIONES DEL CANAL VINCHOS PARA HEC - RAS
8 left bank right bank9 0.65 1.85
1011 cont\exp coeficient (steady flow)12 contraction expansion13
CROSS SECTION DATA - SECCIONES
river: CANAL VINCHOS
reach: TRAMO UNICO river sta: 49.880000
descripción: PROGRESIVA 49.88
cross section coordinates downstream reach lengthsstation elevation lob channel rob
1 0.00 3500.560000 80.00 80.00 80.00
2 0.65 3500.560000
3 1.00 3499.860000 manning`s n values
4 1.50 3499.860000 lob channel rob
5 1.85 3500.560000 0.014 0.014 0.014
6 2.00 3500.5600007 main channel bank stations8 left bank right bank9 0.65 1.85
1011 cont\exp coeficient (steady flow)12 contraction expansion13
CROSS SECTION DATA - SECCIONES
river: CANAL VINCHOS
reach: TRAMO UNICO river sta: 49.800000
descripción: PROGRESIVA 49.8
cross section coordinates downstream reach lengthsstation elevation lob channel rob
1 0.00 3500.400000 100.00 100.00 100.00
2 0.65 3500.400000
3 1.00 3499.700000 manning`s n values
4 1.50 3499.700000 lob channel rob
5 1.85 3500.400000 0.014 0.014 0.014
6 2.00 3500.4000007 main channel bank stations8 left bank right bank9 0.65 1.85
1011 cont\exp coeficient (steady flow)12 contraction expansion13
CROSS SECTION DATA - SECCIONES
river: CANAL VINCHOS
reach: TRAMO UNICO river sta: 49.700000
descripción: PROGRESIVA 49.7
cross section coordinates downstream reach lengthsstation elevation lob channel rob
1 0.00 3500.200000 100.00 100.00 100.00
2 0.65 3500.200000
3 1.00 3499.500000 manning`s n values
CUADRO A.03: SECCIONES DEL CANAL VINCHOS PARA HEC - RAS
4 1.50 3499.500000 lob channel rob
5 1.85 3500.200000 0.014 0.014 0.014
6 2.00 3500.2000007 main channel bank stations8 left bank right bank9 0.65 1.85
1011 cont\exp coeficient (steady flow)12 contraction expansion13
CROSS SECTION DATA - SECCIONES
river: CANAL VINCHOS
reach: TRAMO UNICO river sta: 49.600000
descripción: PROGRESIVA 49.6
cross section coordinates downstream reach lengthsstation elevation lob channel rob
1 0.00 3500.000000 100.00 100.00 100.00
2 0.65 3500.000000
3 1.00 3499.300000 manning`s n values
4 1.50 3499.300000 lob channel rob
5 1.85 3500.000000 0.014 0.014 0.014
6 2.00 3500.0000007 main channel bank stations8 left bank right bank9 0.65 1.85
1011 cont\exp coeficient (steady flow)12 contraction expansion13
CROSS SECTION DATA - SECCIONES
river: CANAL VINCHOS
reach: TRAMO UNICO river sta: 49.500000
descripción: PROGRESIVA 49.5
cross section coordinates downstream reach lengthsstation elevation lob channel rob
1 0.00 3499.800000 100.00 100.00 100.00
2 0.65 3499.800000
3 1.00 3499.100000 manning`s n values
4 1.50 3499.100000 lob channel rob
5 1.85 3499.800000 0.014 0.014 0.014
6 2.00 3499.8000007 main channel bank stations8 left bank right bank9 0.65 1.85
1011 cont\exp coeficient (steady flow)12 contraction expansion13
CROSS SECTION DATA - SECCIONES
river: CANAL VINCHOS
reach: TRAMO UNICO river sta: 49.400000
descripción: PROGRESIVA 49.4
cross section coordinates downstream reach lengths
CUADRO A.03: SECCIONES DEL CANAL VINCHOS PARA HEC - RAS
station elevation lob channel rob1 0.00 3499.600000 30.00 30.00 30.00
2 0.65 3499.600000
3 1.00 3498.900000 manning`s n values
4 1.50 3498.900000 lob channel rob
5 1.85 3499.600000 0.014 0.014 0.014
6 2.00 3499.6000007 main channel bank stations8 left bank right bank9 0.65 1.85
1011 cont\exp coeficient (steady flow)12 contraction expansion13
CROSS SECTION DATA - SECCIONES
river: CANAL VINCHOS
reach: TRAMO UNICO river sta: 49.370000
descripción: PROGRESIVA 49.37
cross section coordinates downstream reach lengthsstation elevation lob channel rob
1 0.00 3499.540000 70.00 70.00 70.00
2 0.65 3499.540000
3 1.00 3498.840000 manning`s n values
4 1.50 3498.840000 lob channel rob
5 1.85 3499.540000 0.014 0.014 0.014
6 2.00 3499.5400007 main channel bank stations8 left bank right bank9 0.65 1.85
1011 cont\exp coeficient (steady flow)12 contraction expansion13
CROSS SECTION DATA - SECCIONES
river: CANAL VINCHOS
reach: TRAMO UNICO river sta: 49.300000
descripción: PROGRESIVA 49.3
cross section coordinates downstream reach lengthsstation elevation lob channel rob
1 0.00 3499.400000 100.00 100.00 100.00
2 0.65 3499.400000
3 1.00 3498.700000 manning`s n values
4 1.50 3498.700000 lob channel rob
5 1.85 3499.400000
6 2.00 3499.4000007 main channel bank stations8 left bank right bank9 0.65 1.85
1011 cont\exp coeficient (steady flow)12 contraction expansion13
CROSS SECTION DATA - SECCIONES
river: CANAL VINCHOS
CUADRO A.03: SECCIONES DEL CANAL VINCHOS PARA HEC - RAS
reach: TRAMO UNICO river sta: 49.200000
descripción: PROGRESIVA 49.2
cross section coordinates downstream reach lengthsstation elevation lob channel rob
1 0.00 3499.200000 100.00 100.00 100.00
2 0.65 3499.200000
3 1.00 3498.500000 manning`s n values
4 1.50 3498.500000 lob channel rob
5 1.85 3499.200000
6 2.00 3499.2000007 main channel bank stations8 left bank right bank9 0.65 1.85
1011 cont\exp coeficient (steady flow)12 contraction expansion13
CROSS SECTION DATA - SECCIONES
river: CANAL VINCHOS
reach: TRAMO UNICO river sta: 49.100000
descripción: PROGRESIVA 49.1
cross section coordinates downstream reach lengthsstation elevation lob channel rob
1 0.00 3499.000000 50.00 50.00 50.00
2 0.65 3499.000000
3 1.00 3498.300000 manning`s n values
4 1.50 3498.300000 lob channel rob
5 1.85 3499.000000 0.014 0.014 0.014
6 2.00 3499.0000007 main channel bank stations8 left bank right bank9 0.65 1.85
1011 cont\exp coeficient (steady flow)12 contraction expansion13
CROSS SECTION DATA - SECCIONES
river: CANAL VINCHOS
reach: TRAMO UNICO river sta: 49.050000
descripción: PROGRESIVA 49.05
cross section coordinates downstream reach lengthsstation elevation lob channel rob
1 0.00 3498.900000 50.00 50.00 50.00
2 0.65 3498.900000
3 1.00 3498.200000 manning`s n values
4 1.50 3498.200000 lob channel rob
5 1.85 3498.900000 0.014 0.014 0.014
6 2.00 3498.9000007 main channel bank stations8 left bank right bank9 0.65 1.85
1011 cont\exp coeficient (steady flow)12 contraction expansion13
CUADRO A.03: SECCIONES DEL CANAL VINCHOS PARA HEC - RAS
CROSS SECTION DATA - SECCIONES
river: CANAL VINCHOS
reach: TRAMO UNICO river sta: 49.000000
descripción: PROGRESIVA 49
cross section coordinates downstream reach lengthsstation elevation lob channel rob
1 0.00 3498.800000 100.00 100.00 100.00
2 0.65 3498.800000
3 1.00 3498.100000 manning`s n values
4 1.50 3498.100000 lob channel rob
5 1.85 3498.800000 0.014 0.014 0.014
6 2.00 3498.8000007 main channel bank stations8 left bank right bank9 0.65 1.85
1011 cont\exp coeficient (steady flow)12 contraction expansion13
CROSS SECTION DATA - SECCIONES
river: CANAL VINCHOS
reach: TRAMO UNICO river sta: 48.900000
descripción: PROGRESIVA 48.9
cross section coordinates downstream reach lengthsstation elevation lob channel rob
1 0.00 3498.650000 100.00 100.00 100.00
2 0.65 3498.650000
3 1.00 3497.950000 manning`s n values
4 1.50 3497.950000 lob channel rob
5 1.85 3498.650000 0.014 0.014 0.014
6 2.00 3498.6500007 main channel bank stations8 left bank right bank9 0.65 1.85
1011 cont\exp coeficient (steady flow)12 contraction expansion13
CROSS SECTION DATA - SECCIONES
river: CANAL VINCHOS
reach: TRAMO UNICO river sta: 48.800000
descripción: PROGRESIVA 48.8
cross section coordinates downstream reach lengthsstation elevation lob channel rob
1 0.00 3498.500000 100.00 100.00 100.00
2 0.65 3498.500000
3 1.00 3497.800000 manning`s n values
4 1.50 3497.800000 lob channel rob
5 1.85 3498.500000 0.014 0.014 0.014
6 2.00 3498.5000007 main channel bank stations8 left bank right bank9 0.65 1.85
1011 cont\exp coeficient (steady flow)
CUADRO A.03: SECCIONES DEL CANAL VINCHOS PARA HEC - RAS
12 contraction expansion13
CROSS SECTION DATA - SECCIONES
river: CANAL VINCHOS
reach: TRAMO UNICO river sta: 48.700000
descripción: PROGRESIVA 48.7
cross section coordinates downstream reach lengthsstation elevation lob channel rob
1 0.00 3498.350000 70.00 70.00 70.00
2 0.65 3498.350000
3 1.00 3497.650000 manning`s n values
4 1.50 3497.650000 lob channel rob
5 1.85 3498.350000 0.014 0.014 0.014
6 2.00 3498.3500007 main channel bank stations8 left bank right bank9 0.65 1.85
1011 cont\exp coeficient (steady flow)12 contraction expansion13
CROSS SECTION DATA - SECCIONES
river: CANAL VINCHOS
reach: TRAMO UNICO river sta: 48.630000
descripción: PROGRESIVA 48.63
cross section coordinates downstream reach lengthsstation elevation lob channel rob
1 0.00 3498.245000 30.00 30.00 30.00
2 0.65 3498.245000
3 1.00 3497.545000 manning`s n values
4 1.50 3497.545000 lob channel rob
5 1.85 3498.245000 0.014 0.014 0.014
6 2.00 3498.2450007 main channel bank stations8 left bank right bank9 0.65 1.85
1011 cont\exp coeficient (steady flow)12 contraction expansion13
CROSS SECTION DATA - SECCIONES
river: CANAL VINCHOS
reach: TRAMO UNICO river sta: 48.600000
descripción: PROGRESIVA 48.6
cross section coordinates downstream reach lengthsstation elevation lob channel rob
1 0.00 3498.200000 100.00 100.00 100.00
2 0.65 3498.200000
3 1.00 3497.500000 manning`s n values
4 1.50 3497.500000 lob channel rob
5 1.85 3498.200000 0.014 0.014 0.014
6 2.00 3498.2000007 main channel bank stations
CUADRO A.03: SECCIONES DEL CANAL VINCHOS PARA HEC - RAS
8 left bank right bank9 0.65 1.85
1011 cont\exp coeficient (steady flow)12 contraction expansion13
CROSS SECTION DATA - SECCIONES
river: CANAL VINCHOS
reach: TRAMO UNICO river sta: 48.500000
descripción: PROGRESIVA 48.5
cross section coordinates downstream reach lengthsstation elevation lob channel rob
1 0.00 3498.050000 100.00 100.00 100.00
2 0.65 3498.050000
3 1.00 3497.350000 manning`s n values
4 1.50 3497.350000 lob channel rob
5 1.85 3498.050000 0.014 0.014 0.014
6 2.00 3498.0500007 main channel bank stations8 left bank right bank9 0.65 1.85
1011 cont\exp coeficient (steady flow)12 contraction expansion13
CROSS SECTION DATA - SECCIONES
river: CANAL VINCHOS
reach: TRAMO UNICO river sta: 48.400000
descripción: PROGRESIVA 48.4
cross section coordinates downstream reach lengthsstation elevation lob channel rob
1 0.00 3497.900000 100.00 100.00 100.00
2 0.65 3497.900000
3 1.00 3497.200000 manning`s n values
4 1.50 3497.200000 lob channel rob
5 1.85 3497.900000 0.014 0.014 0.014
6 2.00 3497.9000007 main channel bank stations8 left bank right bank9 0.65 1.85
1011 cont\exp coeficient (steady flow)12 contraction expansion13
CROSS SECTION DATA - SECCIONES
river: CANAL VINCHOS
reach: TRAMO UNICO river sta: 48.300000
descripción: PROGRESIVA 48.3
cross section coordinates downstream reach lengthsstation elevation lob channel rob
1 0.00 3497.750000 100.00 100.00 100.00
2 0.65 3497.750000
3 1.00 3497.050000 manning`s n values
CUADRO A.03: SECCIONES DEL CANAL VINCHOS PARA HEC - RAS
4 1.50 3497.050000 lob channel rob
5 1.85 3497.750000 0.014 0.014 0.014
6 2.00 3497.7500007 main channel bank stations8 left bank right bank9 0.65 1.85
1011 cont\exp coeficient (steady flow)12 contraction expansion13
CROSS SECTION DATA - SECCIONES
river: CANAL VINCHOS
reach: TRAMO UNICO river sta: 48.200000
descripción: PROGRESIVA 48.2
cross section coordinates downstream reach lengthsstation elevation lob channel rob
1 0.00 3497.600000 30.00 30.00 30.00
2 0.65 3497.600000
3 1.00 3496.900000 manning`s n values
4 1.50 3496.900000 lob channel rob
5 1.85 3497.600000 0.014 0.014 0.014
6 2.00 3497.6000007 main channel bank stations8 left bank right bank9 0.65 1.85
1011 cont\exp coeficient (steady flow)12 contraction expansion13
CROSS SECTION DATA - SECCIONES
river: CANAL VINCHOS
reach: TRAMO UNICO river sta: 48.170000
descripción: PROGRESIVA 48.17
cross section coordinates downstream reach lengthsstation elevation lob channel rob
1 0.00 3497.555000 70.00 70.00 70.00
2 0.65 3497.555000
3 1.00 3496.855000 manning`s n values
4 1.50 3496.855000 lob channel rob
5 1.85 3497.555000 0.014 0.014 0.014
6 2.00 3497.5550007 main channel bank stations8 left bank right bank9 0.65 1.85
1011 cont\exp coeficient (steady flow)12 contraction expansion13
CROSS SECTION DATA - SECCIONES
river: CANAL VINCHOS
reach: TRAMO UNICO river sta: 48.100000
descripción: PROGRESIVA 48.1
cross section coordinates downstream reach lengths
CUADRO A.03: SECCIONES DEL CANAL VINCHOS PARA HEC - RAS
station elevation lob channel rob1 0.00 3497.450000 100.00 100.00 100.00
2 0.65 3497.450000
3 1.00 3496.750000 manning`s n values
4 1.50 3496.750000 lob channel rob
5 1.85 3497.450000 0.014 0.014 0.014
6 2.00 3497.4500007 main channel bank stations8 left bank right bank9 0.65 1.85
1011 cont\exp coeficient (steady flow)12 contraction expansion13
CROSS SECTION DATA - SECCIONES
river: CANAL VINCHOS
reach: TRAMO UNICO river sta: 48.000000
descripción: PROGRESIVA 48
cross section coordinates downstream reach lengthsstation elevation lob channel rob
1 0.00 3497.300000 100.00 100.00 100.00
2 0.65 3497.300000
3 1.00 3496.600000 manning`s n values
4 1.50 3496.600000 lob channel rob
5 1.85 3497.300000 0.014 0.014 0.014
6 2.00 3497.3000007 main channel bank stations8 left bank right bank9 0.65 1.85
1011 cont\exp coeficient (steady flow)12 contraction expansion13
CROSS SECTION DATA - SECCIONES
river: CANAL VINCHOS
reach: TRAMO UNICO river sta: 47.900000
descripción: PROGRESIVA 47.9
cross section coordinates downstream reach lengthsstation elevation lob channel rob
1 0.00 3497.150000 100.00 100.00 100.00
2 0.65 3497.150000
3 1.00 3496.450000 manning`s n values
4 1.50 3496.450000 lob channel rob
5 1.85 3497.150000 0.014 0.014 0.014
6 2.00 3497.1500007 main channel bank stations8 left bank right bank9 0.65 1.85
1011 cont\exp coeficient (steady flow)12 contraction expansion13
CROSS SECTION DATA - SECCIONES
river: CANAL VINCHOS
CUADRO A.03: SECCIONES DEL CANAL VINCHOS PARA HEC - RAS
reach: TRAMO UNICO river sta: 47.800000
descripción: PROGRESIVA 47.8
cross section coordinates downstream reach lengthsstation elevation lob channel rob
1 0.00 3497.000000 57.55 57.55 57.55
2 0.65 3497.000000
3 1.00 3496.300000 manning`s n values
4 1.50 3496.300000 lob channel rob
5 1.85 3497.000000 0.014 0.014 0.014
6 2.00 3497.0000007 main channel bank stations8 left bank right bank9 0.65 1.85
1011 cont\exp coeficient (steady flow)12 contraction expansion13
CROSS SECTION DATA - SECCIONES
river: CANAL VINCHOS
reach: TRAMO UNICO river sta: 47.742450
descripción: PROGRESIVA 47.74245
cross section coordinates downstream reach lengthsstation elevation lob channel rob
1 0.00 3496.913675 1.25 1.25 1.25
2 0.65 3496.913675
3 1.00 3496.213675 manning`s n values
4 1.50 3496.213675 lob channel rob
5 1.85 3496.913675 0.014 0.014 0.014
6 2.00 3496.9136757 main channel bank stations8 left bank right bank9 0.65 1.85
1011 cont\exp coeficient (steady flow)12 contraction expansion13
CROSS SECTION DATA - SECCIONES
river: CANAL VINCHOS
reach: TRAMO UNICO river sta: 47.741200
descripción: PROGRESIVA 47.7412
cross section coordinates downstream reach lengthsstation elevation lob channel rob
1 0.00 3496.911800 9.79 9.79 9.79
2 0.90 3496.911800
3 0.90 3496.211800 manning`s n values
4 1.60 3496.211800 lob channel rob
5 1.60 3496.911800 0.014 0.014 0.014
6 2.00 3496.9118007 main channel bank stations8 left bank right bank9 0.90 1.60
1011 cont\exp coeficient (steady flow)12 contraction expansion13
CUADRO A.03: SECCIONES DEL CANAL VINCHOS PARA HEC - RAS
CROSS SECTION DATA - SECCIONES
river: CANAL VINCHOS
reach: TRAMO UNICO river sta: 47.731410
descripción: PROGRESIVA 47.73141
cross section coordinates downstream reach lengthsstation elevation lob channel rob
1 0.00 3496.897115 1.25 1.25 1.25
2 0.90 3496.897115
3 0.90 3496.197115 manning`s n values
4 1.60 3496.197115 lob channel rob
5 1.60 3496.897115 0.014 0.014 0.014
6 2.00 3496.8971157 main channel bank stations8 left bank right bank9 0.90 1.60
1011 cont\exp coeficient (steady flow)12 contraction expansion13
CROSS SECTION DATA - SECCIONES
river: CANAL VINCHOS
reach: TRAMO UNICO river sta: 47.730160
descripción: PROGRESIVA 47.73016
cross section coordinates downstream reach lengthsstation elevation lob channel rob
1 0.00 3496.895240 30.16 30.16 30.16
2 0.65 3496.895240
3 1.00 3496.195240 manning`s n values
4 1.50 3496.195240 lob channel rob
5 1.85 3496.895240 0.014 0.014 0.014
6 2.00 3496.8952407 main channel bank stations8 left bank right bank9 0.65 1.85
1011 cont\exp coeficient (steady flow)12 contraction expansion13
CROSS SECTION DATA - SECCIONES
river: CANAL VINCHOS
reach: TRAMO UNICO river sta: 47.700000
descripción: PROGRESIVA 47.7
cross section coordinates downstream reach lengthsstation elevation lob channel rob
1 0.00 3496.850000 100.00 100.00 100.00
2 0.65 3496.850000
3 1.00 3496.150000 manning`s n values
4 1.50 3496.150000 lob channel rob
5 1.85 3496.850000 0.014 0.014 0.014
6 2.00 3496.8500007 main channel bank stations8 left bank right bank9 0.65 1.85
1011 cont\exp coeficient (steady flow)
CUADRO A.03: SECCIONES DEL CANAL VINCHOS PARA HEC - RAS
12 contraction expansion13
CROSS SECTION DATA - SECCIONES
river: CANAL VINCHOS
reach: TRAMO UNICO river sta: 47.600000
descripción: PROGRESIVA 47.6
cross section coordinates downstream reach lengthsstation elevation lob channel rob
1 0.00 3496.700000 100.00 100.00 100.00
2 0.65 3496.700000
3 1.00 3496.000000 manning`s n values
4 1.50 3496.000000 lob channel rob
5 1.85 3496.700000 0.014 0.014 0.014
6 2.00 3496.7000007 main channel bank stations8 left bank right bank9 0.65 1.85
1011 cont\exp coeficient (steady flow)12 contraction expansion13
CROSS SECTION DATA - SECCIONES
river: CANAL VINCHOS
reach: TRAMO UNICO river sta: 47.500000
descripción: PROGRESIVA 47.5
cross section coordinates downstream reach lengthsstation elevation lob channel rob
1 0.00 3496.550000 100.00 100.00 100.00
2 0.65 3496.550000
3 1.00 3495.850000 manning`s n values
4 1.50 3495.850000 lob channel rob
5 1.85 3496.550000 0.014 0.014 0.014
6 2.00 3496.5500007 main channel bank stations8 left bank right bank9 0.65 1.85
1011 cont\exp coeficient (steady flow)12 contraction expansion13
CROSS SECTION DATA - SECCIONES
river: CANAL VINCHOS
reach: TRAMO UNICO river sta: 47.400000
descripción: PROGRESIVA 47.4
cross section coordinates downstream reach lengthsstation elevation lob channel rob
1 0.00 3496.400000 100.00 100.00 100.00
2 0.65 3496.400000
3 1.00 3495.700000 manning`s n values
4 1.50 3495.700000 lob channel rob
5 1.85 3496.400000 0.014 0.014 0.014
6 2.00 3496.4000007 main channel bank stations
CUADRO A.03: SECCIONES DEL CANAL VINCHOS PARA HEC - RAS
8 left bank right bank9 0.65 1.85
1011 cont\exp coeficient (steady flow)12 contraction expansion13
CROSS SECTION DATA - SECCIONES
river: CANAL VINCHOS
reach: TRAMO UNICO river sta: 47.300000
descripción: PROGRESIVA 47.3
cross section coordinates downstream reach lengthsstation elevation lob channel rob
1 0.00 3496.250000 100.00 100.00 100.00
2 0.65 3496.250000
3 1.00 3495.550000 manning`s n values
4 1.50 3495.550000 lob channel rob
5 1.85 3496.250000 0.014 0.014 0.014
6 2.00 3496.2500007 main channel bank stations8 left bank right bank9 0.65 1.85
1011 cont\exp coeficient (steady flow)12 contraction expansion13
CROSS SECTION DATA - SECCIONES
river: CANAL VINCHOS
reach: TRAMO UNICO river sta: 47.200000
descripción: PROGRESIVA 47.2
cross section coordinates downstream reach lengthsstation elevation lob channel rob
1 0.00 3496.100000 100.00 100.00 100.00
2 0.65 3496.100000
3 1.00 3495.400000 manning`s n values
4 1.50 3495.400000 lob channel rob
5 1.85 3496.100000 0.014 0.014 0.014
6 2.00 3496.1000007 main channel bank stations8 left bank right bank9 0.65 1.85
1011 cont\exp coeficient (steady flow)12 contraction expansion13
CROSS SECTION DATA - SECCIONES
river: CANAL VINCHOS
reach: TRAMO UNICO river sta: 47.100000
descripción: PROGRESIVA 47.1
cross section coordinates downstream reach lengthsstation elevation lob channel rob
1 0.00 3495.950000 100.00 100.00 100.00
2 0.65 3495.950000
3 1.00 3495.250000 manning`s n values
CUADRO A.03: SECCIONES DEL CANAL VINCHOS PARA HEC - RAS
4 1.50 3495.250000 lob channel rob
5 1.85 3495.950000 0.014 0.014 0.014
6 2.00 3495.9500007 main channel bank stations8 left bank right bank9 0.65 1.85
1011 cont\exp coeficient (steady flow)12 contraction expansion13
CROSS SECTION DATA - SECCIONES
river: CANAL VINCHOS
reach: TRAMO UNICO river sta: 47.000000
descripción: PROGRESIVA 47
cross section coordinates downstream reach lengthsstation elevation lob channel rob
1 0.00 3495.800000 0.00 0.00 0.00
2 0.65 3495.800000
3 1.00 3495.100000 manning`s n values
4 1.50 3495.100000 lob channel rob
5 1.85 3495.800000 0.014 0.014 0.014
6 2.00 3495.8000007 main channel bank stations8 left bank right bank9 0.30 0.75
1011 cont\exp coeficient (steady flow)12 contraction expansion13
CROSS SECTION DATA - SECCIONES
river:
reach: river sta:
descripción:
cross section coordinates downstream reach lengthsstation elevation lob channel rob
1
2
3 manning`s n values
4 lob channel rob
5
67 main channel bank stations8 left bank right bank9
1011 cont\exp coeficient (steady flow)12 contraction expansion13
