CUADRO DE DATOS PARA DETERMINAR LA PENDIENTE

De donde:

E: estación

P.V.: punto visado

V.A.: vista atrás

V.Ad.: vista adelante

∆H: diferencia de altura

D: distancia

S: pendiente

E PVVA(m)

V.Ad(m)

∆HD(m)

S Descripción

E1 1 2.605 Km2+0002 3.112 0.507 100.00 0.00507 Km2+100

E2 2 2.487 Km2+1003 2.807 0.320 100.00 0.00320 Km2+200

E3 3 2.187 Km2+2004 2.532 0.345 100.00 0.00345 Km2+300

E4 4 2.232 Km2+3005 2.615 0.383 100.00 0.00383 Km2+400

E5 5 1.800 Km2+4006 2.211 0.411 100.00 0.00411 Km2+500

E6 6 1.932 Km2+5007 2.338 0.406 100.00 0.00406 Km2+600

E7 7 2.009 Km2+6008 2.062 0.053 027.20 0.00195 bóveda9 4.998 2.989 085.60 0.05027 bóveda

E8 9 2.478 bóveda10 2.634 0.156 005.60 0.02785 bóveda10 3.484 1.006 005.60 grada11 3.126 0.648 014.40 -0.0407 Km2+700

E9 11 1.938 Km2+70012 2.611 0.673 100.00 0.00673 Km2+800

E10 12 2.302 Km2+80013 2.892 0.590 100.00 0.00590 Km2+900

E11 13 1.225 Km2+90014 1.689 0.464 100.00 0.00464 Km3+000