Curvas de nivel diseño geomerico de carreteras

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  • Publicado : 28 de junio de 2010
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curvas verticales | | |
tipo | 1 | | | cresta= | 2 |
p1= | 0 | | | columpio= | 1 |
p2= | 1.59375 | | | L min | 50 |
tipo | c | | | par | 2 |
vel= | 80 | | | | |
cad piv | 240 | | | | |
cota piv | 47.4 | | | | |
| | | | | |
| A= | 1.59375 | | | |
| K= | 25 | | | |
| L= | 39.84375 | | | |
| | | | | |
| N est | 2.5 | 4 | | || L | 80 | | | |
| | | | | |
| | | | D= | 0.6375 |
| Cad pcv | 200 | | Y= | 0.03984375 |
| Cad ptv | 280 | | | |
| Cota pcv | 47.4 | | | |
| Cota ptv | 48.0375 | | | |
| Cota A | 47.4 | | | |

Estacion | n | n2 |   | 1er SR | Y | Curva |
200 | 0 | 0 | | 47.4 | 0 | 47.4 |
220 | 1 | 1 | | 47.4 | 0.03984375 | 47.43984375 |
240 | 2 | 4 | |47.4 | 0.159375 | 47.559375 |
260 | 3 | 9 | | 47.4 | 0.35859375 | 47.75859375 |
280 | 4 | 16 | | 47.4 | 0.6375 | 48.0375 |

Curva 2
curvas verticales | | |
tipo | 2 | | | cresta= | 2 |
p1= | 1.58375 | | | columpio= | 1 |
p2= | -0.384615 | | | L min | 50 |
tipo | c | | | par | 2 |
vel= | 80 | | | | |
cad piv | 560 | | | | |
cota piv | 52.5 | | | | |
|| | | | |
| A= | 1.968365 | | | |
| K= | 31 | | | |
| L= | 61.019315 | | | |
| | | | | |
| N est | 3.05096575 | 4 | | |
| L | 80 | | | |
| | | | | |
| | | | D= | 0.787346 |
| Cad pcv | 520 | | Y= | 0.049209125 |
| Cad ptv | 600 | | | |
| Cota pcv | 51.8665 | | | |
| Cota ptv | 52.346154 | | | |
| Cota A | 53.1335 | || |

Estacion | n | n2 |   | 1er SR | Y | Curva |
520 | 0 | 0 | | 51.8665 | 0 | 51.8665 |
540 | 1 | 1 | | 52.18325 | 0.049209125 | 52.13404088 |
560 | 2 | 4 | | 52.5 | 0.1968365 | 52.3031635 |
580 | 3 | 9 | | 52.81675 | 0.442882125 | 52.37386788 |
600 | 4 | 16 | | 53.1335 | 0.787346 | 52.346154 |

Curva 3
curvas verticales | | |
tipo | 1 | | | cresta= | 2 |
p1= |-0.384615 | | | columpio= | 1 |
p2= | 0.73170731 | | | L min | 50 |
tipo | c | | | par | 2 |
vel= | 80 | | | | |
cad piv | 820 | | | | |
cota piv | 51.5 | | | | |
| | | | | |
| A= | 1.11632231 | | | |
| K= | 25 | | | |
| L= | 27.90805775 | | | |
| | | | | |
| N est | 2.5 | 4 | | |
| L | 80 | | | |
| | | | | |
| || | D= | 0.446528924 |
| Cad pcv | 780 | | Y= | 0.027908058 |
| Cad ptv | 860 | | | |
| Cota pcv | 51.653846 | | | |
| Cota ptv | 51.79268292 | | | |
| Cota A | 51.346154 | | | |

Estacion | n | n2 |   | 1er SR | Y | Curva |
780 | 0 | 0 | | 51.653846 | 0 | 51.653846 |
800 | 1 | 1 | | 51.576923 | 0.027908058 | 51.60483106 |
820 | 2 | 4 | | 51.5 | 0.111632231| 51.61163223 |
840 | 3 | 9 | | 51.423077 | 0.25117252 | 51.67424952 |
860 | 4 | 16 | | 51.346154 | 0.446528924 | 51.79268292 |

Curva 4
curvas verticales | | |
tipo | 2 | | | cresta= | 2 |
p1= | 0.73170731 | | | columpio= | 1 |
p2= | -1.9375 | | | L min | 50 |
tipo | c | | | par | 2 |
vel= | 80 | | | | |
cad piv | 1640 | | | | |
cota piv | 57.5 | | || |
| | | | | |
| A= | 2.66920731 | | | |
| K= | 31 | | | |
| L= | 82.74542661 | | | |
| | | | | |
| N est | 4.137271331 | 6 | | |
| L | 120 | | | |
| | | | | |
| | | | D= | 1.601524386 |
| Cad pcv | 1580 | | Y= | 0.044486789 |
| Cad ptv | 1700 | | | |
| Cota pcv | 57.06097561 | | | |
| Cota ptv | 56.3375 | | | || Cota A | 57.93902439 | | | |

Estacion | n | n2 |   | 1er SR | Y | Curva |
1580 | 0 | 0 | | 57.06097561 | 0 | 57.06097561 |
1600 | 1 | 1 | | 57.20731708 | 0.044486789 | 57.16283029 |
1620 | 2 | 4 | | 57.35365854 | 0.177947154 | 57.17571138 |
1640 | 3 | 9 | | 57.5 | 0.400381097 | 57.0996189 |
1660 | 4 | 16 | | 57.64634146 | 0.711788616 | 56.93455285 |
1680 | 5 | 25 | |...
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