tabla eje de proyecto
TRANSCRIPT
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ANALISIS HIDRAULICO ARROYO SAN LUCAS CON ALTERNATIVA D
Orden Description Elevacin Distancia al Centro Orden Description
101 2+000.00 126.1000 50 0+980.00
100 1+980.00 125.6000 49 0+960.00
99 1+960.00 125.2000 48 0+940.00
98 1+940.00 124.5000 47 0+920.0097 1+920.00 124.0000 46 0+900.00
96 1+900.00 123.6000 45 0+880.00
95 1+880.00 123.2000 44 0+860.00
94 1+860.00 122.8000 43 0+840.00
93 1+840.00 122.3000 42 0+820.00
92 1+820.00 121.8000 41 0+800.00
91 1+800.00 121.4000 40 0+780.00
90 1+780.00 121.0000 39 0+760.00
89 1+760.00 120.6000 38 0+740.00
88 1+740.00 120.1000 37 0+720.00
87 1+720.00 119.7000 36 0+700.00
86 1+700.00 119.1000 35 0+680.00
85 1+680.00 118.7000 34 0+660.00
84 1+660.00 118.3000 33 0+640.00
83 1+640.00 117.9000 32 0+620.00
82 1+620.00 117.3000 31 0+600.00
81 1+600.00 116.9000 30 0+580.00
80 1+580.00 116.4000 29 0+560.00
79 1+560.00 115.9000 28 0+540.00
78 1+540.00 115.5000 27 0+520.00
77 1+520.00 115.1000 26 0+500.00
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76 1+500.00 114.9000 25 0+480.00
75 1+480.00 114.3000 24 0+460.00
74 1+460.00 113.9000 23 0+440.00
73 1+440.00 113.4000 22 0+420.00
72 1+420.00 113.0000 21 0+400.00
71 1+400.00 112.6000 20 0+380.00
70 1+380.00 111.8000 19 0+360.0069 1+360.00 111.7000 18 0+340.00
68 1+340.00 111.3000 17 0+320.00
67 1+320.00 110.9000 16 0+300.00
66 1+300.00 110.5000 15 0+280.00
65 1+280.00 110.0000 14 0+260.00
64 1+260.00 109.6000 13 0+240.00
63 1+240.00 109.2000 12 0+220.00
62 1+220.00 108.9000 11 0+200.00
61 1+200.00 108.4000 10 0+180.00
60 1+180.00 108.0000 9 0+160.00
59 1+160.00 107.4000 8 0+140.00
58 1+140.00 106.9000 7 0+120.00
57 1+120.00 106.2000 6 0+100.00
56 1+100.00 105.5000 5 0+080.00
55 1+080.00 105.1000 4 0+060.00
54 1+060.00 104.6000 3 0+040.00
53 1+040.00 104.1000 2 0+020.00
52 1+020.00 103.4000 1 0+000.00
51 1+000.00 102.9000
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E SOLUCION No. 1
Elevacin Distancia al Centro
102.5000
102.0000
101.5000
101.0000100.7000
100.3000
99.9000
99.4000
98.7000
98.7000
98.3000
97.7000
97.4000
96.6000
96.1000
95.5000
95.0000
94.5000
93.7000
93.4000
92.9000
92.9000
92.1000
92.0000
91.8000
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90.8000
90.3000
90.2000
89.4000
89.1000
89.3000
88.600087.9000
87.7000
87.3000
87.2000
86.8000
86.5000
85.9000
85.3000
85.0000
84.1000
83.5000
83.0000
82.5000
82.0000
81.5000
81.2000
80.7000
80.1000
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ANALISIS HIDRAULICO ARROYO SALTO SECO CON ALTERNATIV
Orden Description Elevacin Distancia al Centro Orden Description
115 2+244.69 88.1590 57 1+100.00
114 2+240.00 88.0420 56 1+080.00
113 2+220.00 87.7390 55 1+060.00
112 2+200.00 87.5230 54 1+040.00
111 2+180.00 87.2320 53 1+020.00
110 2+160.00 86.7940 52 1+000.00
109 2+140.00 86.3720 51 0+980.00
108 2+120.00 86.0280 50 0+960.00
107 2+100.00 85.5500 49 0+940.00
106 2+080.00 85.1770 48 0+920.00
105 2+060.00 84.8650 47 0+900.00
104 2+040.00 84.6940 46 0+880.00
103 2+020.00 84.4090 45 0+860.00
102 2+000.00 84.0740 44 0+840.00
101 1+980.00 84.0180 43 0+820.00
100 1+960.00 83.3800 42 0+800.00
99 1+940.00 83.1370 41 0+780.00
98 1+920.00 82.8320 40 0+760.00
97 1+900.00 82.4000 39 0+740.00
96 1+880.00 82.2330 38 0+720.00
95 1+860.00 81.7470 37 0+700.00
94 1+840.00 81.4450 36 0+680.00
93 1+820.00 81.0770 35 0+660.00
92 1+800.00 80.8990 34 0+658.69
91 1+780.00 80.4340 33 0+640.00
90 1+760.00 80.0260 32 0+632.89
89 1+740.00 79.8640 31 0+620.00
88 1+720.00 79.8950 30 0+600.00
87 1+700.00 79.3440 29 0+580.00
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86 1+680.00 78.7870 28 0+560.00
85 1+660.00 78.4100 27 0+540.00
84 1+640.00 77.8350 26 0+520.00
83 1+620.00 77.5120 25 0+500.00
82 1+600.00 77.6450 24 0+480.00
81 1+580.00 77.7460 23 0+460.00
80 1+560.00 77.2550 22 0+440.00
79 1+540.00 77.2070 21 0+420.00
78 1+520.00 76.8100 20 0+400.00
77 1+500.00 76.4160 19 0+380.00
76 1+480.00 76.0630 18 0+360.00
75 1+460.00 75.8580 17 0+340.00
74 1+440.00 75.3540 16 0+320.00
73 1+420.00 74.9410 15 0+300.00
72 1+400.00 74.6020 14 0+280.00
71 1+380.00 74.3620 13 0+260.00
70 1+360.00 73.9070 12 0+240.00
69 1+340.00 73.5490 11 0+220.00
68 1+320.00 73.0080 10 0+200.00
67 1+300.00 72.5880 9 0+180.00
66 1+280.00 72.1360 8 0+160.00
65 1+260.00 71.7510 7 0+140.00
64 1+240.00 71.5220 6 0+120.00
63 1+220.00 71.2350 5 0+100.00
62 1+200.00 70.9560 4 0+080.00
61 1+180.00 70.6670 3 0+060.00
60 1+160.00 70.3360 2 0+040.00
59 1+140.00 69.9780 1 0+020.00
58 1+120.00 69.6220 0 0+000.00
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DE SOLUCION No. 1
Elevacin
69.2040
68.7890
68.4520
68.1670
67.7990
67.4490
67.0610
66.5940
66.1100
65.8710
65.6130
65.3290
64.9600
64.6060
64.2620
63.9320
63.5990
63.3280
63.1140
62.8560
62.6290
62.3810
62.0810
62.1160
61.5300
60.1210
60.0680
59.8130
59.4230
Distancia alCentro
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59.0810
58.8970
58.6800
58.4600
58.2600
58.0690
57.8830
57.6890
57.3800
57.0610
56.7700
56.5490
56.2810
56.1050
55.9700
55.6380
55.2820
54.9410
54.6380
54.3790
54.1420
53.9970
53.7620
53.5010
53.2920
53.1280
52.5150
52.1670
51.7470
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ANALISIS HIDRAULICO ARROYO EL SALTO CON ALTERNATIVA DE SOLUCI
Orden Description Elevacin Distancia al Centro Orden Description Elevacin
1 2+600.00 44.4400 69 1+280.00 18.2900
2 2+580.00 43.8200 70 1+260.00 18.0200
3 2+560.00 43.1900 71 1+240.00 17.8800
4 2+540.00 42.6400 72 1+220.00 17.70005 2+520.00 42.1400 73 1+200.00 17.4000
6 2+500.00 41.6400 74 1+180.00 17.1700
7 2+480.00 41.1600 75 1+160.00 16.0100
8 2+460.00 40.6800 76 1+140.00 15.5200
9 2+440.00 40.3400 77 1+120.00 15.6800
10 2+420.00 40.0500 78 1+100.00 17.3800
11 2+400.00 39.7300 79 1+080.00 17.4600
12 2+380.00 39.3300 80 1+060.00 16.0100
13 2+360.00 38.9200 81 1+040.00 15.9800
14 2+340.00 38.5200 82 1+020.00 15.6100
15 2+320.00 38.1200 83 1+000.00 15.4000
16 2+300.00 37.7700 84 0+980.00 15.1000
17 2+280.00 37.3000 85 0+960.00 15.0700
18 2+260.00 36.8300 86 0+940.00 14.9100
19 2+240.00 36.4600 87 0+920.00 14.8100
20 2+220.00 36.0700 88 0+900.00 14.7800
21 2+200.00 35.6100 89 0+880.00 14.7700
22 2+180.00 35.0600 90 0+860.00 14.7500
23 2+160.00 34.5200 91 0+840.00 14.6500
24 2+140.00 33.8600 92 0+820.00 14.6500
25 2+120.00 33.3300 93 0+800.00 14.6100
26 2+100.00 32.8200 94 0+780.00 14.6400
27 2+080.00 32.3800 95 0+760.00 14.2200
28 2+060.00 31.8200 96 0+740.00 11.0100
29 2+040.00 31.3600 97 0+720.00 11.1600
30 2+020.00 30.9500 98 0+700.00 11.0500
31 2+000.00 30.5400 99 0+680.00 10.9800
32 1+980.00 30.0900 100 0+660.00 10.7200
33 1+960.00 29.6100 101 0+640.00 10.6300
34 1+940.00 29.1000 102 0+620.00 10.6000
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ANALISIS HIDRAULICO ARROYO EL SALTO CON ALTERNATIVA DE SOLUCI
Orden Description Elevacin Distancia al Centro Orden Description Elevacin
35 1+920.00 28.6800 103 0+600.00 10.5700
36 1+900.00 28.2700 104 0+580.00 10.3700
37 1+880.00 27.7300 105 0+560.00 10.1400
38 1+860.00 27.3200 106 0+540.00 9.950039 1+840.00 27.0100 107 0+520.00 9.7400
40 1+820.00 26.6800 108 0+500.00 9.5400
41 1+800.00 26.2400 109 0+480.00 9.5200
42 1+780.00 25.7000 110 0+460.00 9.3300
43 1+760.00 25.2700 111 0+440.00 9.2700
44 1+740.00 25.0000 112 0+420.00 9.1800
45 1+720.00 24.3400 113 0+400.00 9.0300
46 1+700.00 24.0900 114 0+380.00 8.8700
47 1+680.00 23.8800 115 0+369.36 8.7000
48 1+660.00 23.0600 116 0+360.00 8.5800
49 1+640.00 23.4000 117 0+356.47 8.5300
50 1+620.00 22.8100 118 0+340.00 8.7000
51 1+600.00 22.5600 119 0+320.00 8.8000
52 1+580.00 22.3000 120 0+300.00 8.7300
53 1+560.00 22.0900 121 0+280.00 8.6000
54 1+540.00 21.7500 122 0+260.00 8.5200
55 1+520.00 21.4100 123 0+240.00 8.3800
56 1+500.00 21.2000 124 0+220.00 8.2300
57 1+487.75 20.7400 125 0+200.00 8.1700
58 1+480.00 20.6400 126 0+180.00 8.0400
59 1+460.00 20.4600 127 0+160.00 7.9000
60 1+440.00 20.1600 128 0+140.00 7.7700
61 1+434.23 20.0500 129 0+120.00 7.5300
62 1+420.00 19.6600 130 0+100.00 7.6200
63 1+400.00 19.4000 131 0+080.00 7.2800
64 1+380.00 18.9900 132 0+060.00 7.2600
65 1+360.00 19.2900 133 0+040.00 7.0100
66 1+340.00 18.7800 134 0+020.00 6.8300
67 1+320.00 18.5700 135 0+000.00 7.3700
68 1+300.00 18.3700
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ON No. 1
Distancia alCentro
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ON No. 1
Distancia alCentro
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ANALISIS HIDRAULICO DREN EL TE!ON CON ALTERNATIVA DE SOLUCIO
Orden Description Elevacin Distancia al Centro Orden Description Elevacin
1 0+000.00 38.9100 34 0+620.00 46.0200
2 0+020.00 39.2800 35 0+640.00 46.0900
3 0+040.00 39.6600 36 0+660.00 46.0100
4 0+060.00 40.5000 37 0+680.00 46.29005 0+080.00 41.3100 38 0+700.00 46.2800
6 0+100.00 43.3300 39 0+720.00 46.4900
7 0+120.00 42.4800 40 0+740.00 46.5600
8 0+140.00 42.8900 41 0+760.00 46.6900
9 0+160.00 43.2100 42 0+780.00 47.0200
10 0+180.00 43.5100 43 0+800.00 46.9100
11 0+190.22 43.3000 44 0+820.00 47.0800
12 0+200.00 43.2800 45 0+840.00 47.2800
13 0+220.00 43.4100 46 0+860.00 47.3000
14 0+224.38 43.3700 47 0+866.61 47.4300
15 0+240.00 43.5300 48 0+880.00 47.4400
16 0+260.00 43.8200 49 0+900.00 47.5600
17 0+280.00 43.8600 50 0+916.83 47.7600
18 0+300.00 44.0000 51 0+920.00 47.8100
19 0+320.00 44.3400 52 0+940.00 48.0600
20 0+340.00 44.4300 53 0+960.00 48.1500
21 0+360.00 44.6100 54 0+980.00 48.2700
22 0+380.00 44.7900 55 1+000.00 48.5600
23 0+400.00 45.1200 56 1+020.00 48.7200
24 0+420.00 45.1600 57 1+040.00 48.9000
25 0+440.00 45.3500 58 1+060.00 49.1200
26 0+460.00 45.4700 59 1+080.00 49.3200
27 0+480.00 45.5600 60 1+100.00 49.4500
28 0+500.00 45.7600 61 1+120.00 49.7100
29 0+520.00 45.8400 62 1+140.00 50.2100
30 0+540.00 45.9800 63 1+160.00 50.5100
31 0+560.00 46.0900 64 1+180.00 50.8300
32 0+580.00 46.2000 65 1+200.00 51.1600
33 0+600.00 46.0000 66 1+212.20 51.4800
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N No. 1
Distancia alCentro
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ANALISIS HIDRAULICO ARROYO EL SALTITO CON ALTERNATIVA DE SOLUC
Orden Description Elevacin Distancia al Centro Orden Description Elevacin
1 0+000.00 23.1000 41 0+800.00 32.9000
2 0+020.00 23.3000 42 0+820.00 33.1000
3 0+040.00 23.5000 43 0+840.00 33.6000
4 0+060.00 23.7000 44 0+850.00 33.90005 0+080.00 23.9000 45 0+860.00 34.0000
6 0+100.00 24.2000 46 0+880.00 34.4000
7 0+120.00 24.4000 47 0+893.12 37.2000
8 0+140.00 24.6000 48 0+900.00 37.4000
9 0+160.00 24.9000 49 0+918.32 37.6000
10 0+180.00 25.2000 50 0+920.00 37.6000
11 0+200.00 25.4000 51 0+940.00 37.7000
12 0+220.00 25.6000 52 0+960.00 37.9000
13 0+240.00 25.8000 53 0+980.00 38.0000
14 0+260.00 26.1000 54 1+000.00 38.2000
15 0+280.00 26.3000 55 1+020.00 38.4000
16 0+300.00 26.5000 56 1+040.00 38.7000
17 0+320.00 26.8000 57 1+060.00 38.9000
18 0+340.00 27.0000 58 1+080.00 39.1000
19 0+360.00 26.9000 59 1+100.00 39.3000
20 0+380.00 27.3000 60 1+120.00 39.4000
21 0+400.00 27.6000 61 1+140.00 39.6000
22 0+420.00 28.1000 62 1+160.00 39.7000
23 0+440.00 28.4000 63 1+180.00 39.8000
24 0+460.00 28.6000 64 1+200.00 39.9000
25 0+480.00 29.1000 65 1+220.00 40.2000
26 0+500.00 29.3000 66 1+240.00 40.4000
27 0+520.00 29.6000 67 1+260.00 40.7000
28 0+540.00 29.8000 68 1+280.00 41.0000
29 0+560.00 30.0000 69 1+300.00 41.3000
30 0+580.00 30.4000 70 1+320.00 41.6000
31 0+600.00 30.6000 71 1+340.00 41.9000
32 0+620.00 30.9000 72 1+360.00 42.1000
33 0+640.00 31.1000 73 1+380.00 42.3000
34 0+660.00 31.1000 74 1+400.00 42.6000
35 0+680.00 31.5000 75 1+420.00 42.8000
36 0+700.00 31.8000 76 1+440.00 43.1000
37 0+720.00 32.1000 77 1+460.00 43.4000
38 0+740.00 32.6000 78 1+480.00 43.7000
39 0+760.00 33.0000 79 1+500.00 44.1000
40 0+780.00 33.1000 80 1+520.00 44.3000
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ANALISIS HIDRAULICO ARROYO EL SALTITO CON ALTERNATIVA DE SOLUC
Orden Description Elevacin Distancia al Centro Orden Description Elevacin
81 1+540.00 44.8000 121 2+320.00 56.0000
82 1+560.00 44.6000 122 2+340.00 56.3000
83 1+580.00 44.7000 123 2+360.00 56.1000
84 1+600.00 44.9000 124 2+380.00 56.000085 1+620.00 45.1000 125 2+400.00 56.3000
86 1+640.00 45.4000 126 2+420.00 56.7000
87 1+660.00 45.7000 127 2+440.00 57.2000
88 1+680.00 46.0000 128 2+460.00 57.6000
89 1+700.00 46.2000 129 2+480.00 58.0000
90 1+720.00 46.4000 130 2+500.00 59.0000
91 1+740.00 46.7000 131 2+520.00 59.9000
92 1+760.00 47.0000 132 2+540.00 60.4000
93 1+780.00 47.3000 133 2+560.00 60.7000
94 1+800.00 47.7000 134 2+580.00 61.2000
95 1+820.00 48.0000 135 2+600.00 61.9000
96 1+840.00 48.4000 136 2+620.00 62.4000
97 1+860.00 48.6000 137 2+640.00 62.5000
98 1+880.00 48.7000 138 2+660.00 63.0000
99 1+900.00 48.8000 139 2+680.00 63.4000
100 1+920.00 49.0000 140 2+700.00 63.8000
101 1+940.00 49.4000 141 2+720.00 64.2000
102 1+960.00 49.8000 142 2+740.00 64.5000
103 1+980.00 50.1000 143 2+760.00 64.9000
104 2+000.00 50.5000 144 2+780.00 65.3000
105 2+020.00 50.9000 145 2+800.00 65.8000
106 2+040.00 51.3000 146 2+820.00 66.2000
107 2+050.00 51.5000 147 2+840.00 66.7000
108 2+060.00 51.7000 148 2+860.00 67.1000
109 2+080.00 52.1000 149 2+880.00 67.6000
110 2+100.00 52.4000 150 2+900.00 68.0000
111 2+120.00 52.7000 151 2+920.00 68.2000
112 2+140.00 53.1000 152 2+940.00 68.7000
113 2+160.00 53.3000 153 2+960.00 69.2000
114 2+180.00 53.7000 154 2+980.00 69.4000
115 2+200.00 54.0000 155 3+000.00 69.9000
116 2+220.00 54.3000 156 3+020.00 70.3000
117 2+240.00 54.6000 157 3+040.00 70.5000
118 2+260.00 55.0000 158 3+060.00 70.8000
119 2+280.00 55.4000 159 3+080.00 71.2000
120 2+300.00 55.7000 160 3+100.00 71.5000
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ANALISIS HIDRAULICO ARROYO EL SALTITO CON ALTERNATIVA DE SOLUC
Orden Description Elevacin Distancia al Centro Orden Description Elevacin
161 3+120.00 72.0000 202 3+920.00 89.2000
162 3+140.00 72.3000 203 3+940.00 89.8000
163 3+160.00 72.6000 204 3+960.00 90.2000
164 3+180.00 73.0000 205 3+980.00 90.7000165 3+200.00 73.4000 206 4+000.00 91.3000
166 3+220.00 73.7000 207 4+020.00 91.7000
167 3+240.00 74.2000 208 4+040.00 92.1000
168 3+250.00 74.4000 209 4+060.00 92.5000
169 3+260.00 74.6000 210 4+080.00 92.9000
170 3+280.00 75.1000 211 4+100.00 93.5000
171 3+300.00 75.6000 212 4+120.00 94.0000
172 3+320.00 76.0000 213 4+140.00 94.5000
173 3+340.00 76.4000 214 4+160.00 95.0000
174 3+360.00 76.9000 215 4+180.00 95.4000
175 3+380.00 77.3000 216 4+200.00 95.9000
176 3+400.00 77.6000 217 4+220.00 96.3000
177 3+420.00 78.1000 218 4+240.00 96.7000
178 3+440.00 78.4000 219 4+260.00 97.1000
179 3+460.00 78.9000 220 4+280.00 97.7000
180 3+480.00 79.3000 221 4+300.00 98.1000
181 3+500.00 79.7000 222 4+320.00 98.6000
182 3+520.00 80.1000 223 4+340.00 99.1000
183 3+540.00 80.5000 224 4+360.00 99.7000
184 3+560.00 80.8000 225 4+380.00 100.1000
185 3+580.00 81.1000 226 4+400.00 100.7000
186 3+600.00 81.6000 227 4+420.00 101.1000
187 3+620.00 81.9000 228 4+440.00 101.5000
188 3+640.00 82.2000 229 4+460.00 102.0000
189 3+660.00 82.6000 230 4+480.00 102.4000
190 3+680.00 83.0000 231 4+500.00 102.9000
191 3+700.00 83.5000 232 4+520.00 103.4000
192 3+720.00 84.1000 233 4+540.00 103.7000
193 3+740.00 84.7000 234 4+560.00 104.3000
194 3+760.00 85.2000 235 4+580.00 104.9000
195 3+780.00 85.7000 236 4+600.00 105.2000
196 3+800.00 86.2000 237 4+620.00 105.7000
197 3+820.00 86.8000 238 4+640.00 106.2000
198 3+840.00 87.4000 239 4+660.00 106.6000
199 3+860.00 87.9000 240 4+680.00 107.1000
200 3+880.00 88.3000 241 4+700.00 107.4000
201 3+900.00 88.8000
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ION No. 1
Distancia alCentro
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ION No. 1
Distancia alCentro
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ION No. 1
Distancia alCentro