View
223
Download
0
Category
Preview:
Citation preview
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
8/17/2019 Nivelacion en Canales
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
8/17/2019 Nivelacion en Canales
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
8/17/2019 Nivelacion en Canales
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
8/17/2019 Nivelacion en Canales
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
8/17/2019 Nivelacion en Canales
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
8/17/2019 Nivelacion en Canales
7/14
8/17/2019 Nivelacion en Canales
8/14
8/17/2019 Nivelacion en Canales
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
8/17/2019 Nivelacion en Canales
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
8/17/2019 Nivelacion en Canales
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
8/17/2019 Nivelacion en Canales
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
8/17/2019 Nivelacion en Canales
13/14
8/17/2019 Nivelacion en Canales
14/14
Recommended