Tabla Eje de Proyecto

8/18/2019 Tabla Eje de Proyecto

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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


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


12/20

ON No. 1

Distancia alCentro


13/20

ANALISIS HIDRAULICO DREN EL TE!ON CON ALTERNATIVA DE SOLUCIO


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


15/20

ANALISIS HIDRAULICO ARROYO EL SALTITO CON ALTERNATIVA DE SOLUC


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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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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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


19/20

ION No. 1

Distancia alCentro


20/20

ION No. 1

Distancia alCentro

Tabla Eje de Proyecto

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Transcript of Tabla Eje de Proyecto