nivelacion en canales

8/17/2019 Nivelacion en Canales

1/14

SALIDA DE LA CAJA DE VALVULAS

Punto Vista atrás Vista adelante Cota Pendiente

1 0 0 2.17 100

2 5 5 1.45 100.72 -14.55%

3 10 15 2.22 99.95 7.72%4 4 19 2.73 99.44 12.85%

N. TEEN!

0 0.00 100.00 100.00

7.9 5.00 99."4 100.72 7.22%

11 15.00 98.92 99.95 7.22%

10 19.00 98."3 99.44 7.27%

#E# $

#$

V!&'EN # E(C#V#$

)istan*ia+n*linada

)istan*ia #*u,ulada

)istan*ia #*u,ulada

0 2 4 6 8 10 12

97.5

98

98.5

99

99.5

100

100.5

101inicio

carretera


2/14

!sera*ion

1492."

1942."

P!/&N)+)#)

0.00

1.08

1.03

0.81 1.3" 0.071579 0.29

100.45

295"

2951 5

1".93

0."

10.15814 16 18 20

NIVEL TERRENO

fnal

carretera


3/14

CONDUCCION

Punto Vista atrás Cota

1 0 0 3.78 100

2 10 10 2.79 100.99

3 10 20 3.05 100.734 ".5 2".5 1.72 102.0"

3.5 30 2."7 101.11

5 10 40 0.33 3.83 99.95

" 10 50 1."" 98."2

7 10 "0 2.14 98.14

8 10 70 2.93 97.35

9 10 80 3."1 9"."7

10 10 90 0.52 2."1 97."7

11 10 100 1.27 9".92

12 10 110 1.99 9".2

13 10 120 2.8 95.39

14 10 130 3.34 94.8515 10 140 3.94 94.25

1" 10 150 1.02 4.0" 94.13

17 10 1"0 1.25 93.9

18 10 170 1.3" 93.79

19 10 180 1.51 93."4

20 10 190 1."" 93.49

21 10 200 1.88 93.27

22 8 208 1.9 93.25

N. TERRENO

0.00 99.90 100.00

10.00 99.75 100.99

20.00 99."0 100.73

2".50 99.50 102.0"

4.70 30.00 99.45 101.11

100.00 40.00 98.95 99.95

0.047 50.00 97.95 98."2

0.47 "0.00 97.41 98.14

70.00 9".87 97.35

80.00 9".33 9"."790.00 95.79 97."7

100.00 95.25 9".92

110.00 94.70 9".20

120.00 94.55 95.39

130.00 94.40 94.85

140.00 94.25 94.25

150.00 94.13 94.13

1"0.00 93.90 93.90

170.00 93.79 93.79

Distancia

Inclinada

Distancia

Acumulada

Vista

adelante

DistanciaAcumulada

N.ECAVACION


4/14

180.00 93."4 93."4

190.00 93.49 93.49

200.00 93.27 93.27

208.00 93.25 93.25

#E# $ 28.3"

#$ 0."V!&'EN # E(C#V#$ 17.01"

0 50 100

85

90

95

100

105inicio carretera

fnal carretera


5/14

Pendiente O!ser"acion

1492."

-9.95% 1942."

2."0%-20.90%

15.82%

13.42%

4.81%

7.92%

".82%

-10.05% -4.0" -3.0"

7.52%

7.22%

8.13%

5.41%".01%

1.20% ".73 2.98%

2.30%

1.10%

1.50%

1.50%

2.20%

0.25%

PRO#UNDIDAD A ECAVAR

0.10 002".5 2.5575

1.50% 1.24 0030 1.""

1.50% 1.13 0040 1

1.50% 2.5" 0.05 0050 0.57 0.10%

1.50% 1."" 0.05

5.01% 1.00

10.05% 0."7

5.41% 0.73

5.41% 0.48

5.41% 0.345.41% 1.88

5.41% 1."7

5.51% 1.50 3.25

1.50% 0.84 0.05 90.00

1.50% 0.45 0.54 4.37 0.04855"

1.50% 0.00 0.48555"

1.20% 0.00

2.30% 0.00

1.10% 0.00

$ NIVELECAVADO

Proresia

Pronund

idad dee*aa*ion


6/14

1.50% 0.00

1.50% 0.00

2.20% 0.00

0.25% 0.00 225.5

295"

2951 5

"0.3

43.1

142.9

78.2

115.9

133.9

133.9502.7

79.8

15".9

44.5

300

147

%&'&.%

150 200


7/14


8/14


9/14

ADUCCION

Punto )istan*ia +n*linada Vista atrás Cota

1 0 0 1.52 100

2 20 20 1.8" 99.""

3 10 30 1.41 100.114 10 40 1.3 100.22

5 10 50 1.0" 100.4"

" 10 "0 1.75 0."8 100.84

7 10 70 3.75 98.84

8 10 80 3.18 99.41

9 10 90 0.54 3.74 98.85

10 10 100 1.42 97.97

11 10 110 1.99 97.4

12 10 120 1.94 3.2" 9".13

13 10 130 2.45 95."2

14 10 140 2.47 95."

15 10 150 0.4" 0.8" 97.211" 10 1"0 0.81 9".8"

17 10 170 1.4 9".27

18 10 180 2.07 0."7 97

19 10 190 2."8 9".39

20 10 200 2.0" 97.01

21 10 210 1.99 3.24 95.83

22 10 220 2.31 95.51

23 10 230 2.88 94.94

0.215

)+ #C&'&#)# N. TEEN!

0 100.00 100.00

20 98.8" 99.""

30 98.7" 100.11

40 98."" 100.22

50 98.5" 100.4"

"0 98.4" 100.84

70 98.3" 98.84

80 98.15 99.41

90 97.93 98.85100 97.72 97.97

110 97.50 97.40

120 97.29 9".13

18.5 130 97.07 95."2

140 9".8" 95."0

150 9"."4 97.21

1"0 9".43 9".8"

170 9".21 9".27

180 9".00 97.00

)istan*ia #*u,ulada

Vistaadelante

N.E(C#V#C+!N


10/14

190 95.78 9".39

200 95.57 97.01

210 95.35 95.83

220 95.14 95.51

230 94.92 94.94

0 50 10

90

92

94

96

98

100

102


11/14

!sera*ion

1.70%

-4.50%-1.10%

-2.40%

-3.80%

20.41%

-5.71%

5."1%

8.83% -1.2" -0.2"

5.71%

12.80%

5.11%

0.20%

-1".31%3.50% E/6 E/6

5.91%

-7.32%

".11%

-".21%

11.88%

3.20%

5.71%

0.00

5.71% 0.80

1.00% 1.35

1.00% 1.5" 0.10%

1.00% 1.90

1.00% 2.38

1.00% 0.48

2.15% 1.2"

2.15% 0.922.15% 0.25

2.15% -0.10

2.15% -1.1"

2.15% -1.45

2.15% -1.2"

2.15% 0.57

2.15% 0.43

2.15% 0.0"

2.15% 1.01 3.92 0.0170434783

PendienteTerreno

PE)+ENTE )EE(C#V#C+!N

P!/&N)+)#)E(C#V#C+!N


12/14

2.15% 0."1

2.15% 1.45

2.15% 0.48

2.15% 0.38

2.15% 0.02

225.5

100.45

295"

2951 5

12

150 200


13/14


14/14

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