C\u00c1LCULO SECCI\u00d3N TUNEL DE TIPO HERRADURA DE FONDO PLANO Y MEDIO PUNTO Caudales de Dise\u00f1o:2,0 - 7,0 - 9,0 - 12,0 - 20,0 y 22,0 Pendiente: 0.001 m/m Espesor revestimiento 0.15 m
m3/seg
Geometr\u00eda Caudal Dise\u00f1o (m3/seg) D 2 [m] Herradura Fondo Plano Radier y Paredes Rev. Radier Rev. Sin Rev.
Total Secci\u00f3n Mojada
Area T\u00fanel Area Mojada Per\u00edmetro Altura [m2] [m2] [m] [m]
n
Q [m3/seg]
v [m/seg]
1.48 1.92 2.23
2.17 3.34 4.24
1.6 2.7 3.7
3.6 4.6 5.4
1.18 1.54 1.79
0.015 0.030 0.045
2.00 2.00 2.00
1.24 0.74 0.54
1.46 1.89 2.20
2.76 3.48 4.33
1.7 2.8 3.8
3.9 5.0 5.8
1.17 1.51 1.76
0.015 0.030 0.045
2.00 2.00 2.00
1.20 0.72 0.53
Medio Punto
Radier y Paredes Rev. Radier Rev. Sin Rev.
50.00 Caudal Dise\u00f1o (m3/seg) D 7.0 [m] Herradura Fondo Plano Radier y Paredes Rev. Radier Rev. Sin Rev.
Total Secci\u00f3n Mojada
Area T\u00fanel Area Mojada Per\u00edmetro Altura [m2] [m2] [m] [m]
n
Q [m3/seg]
v [m/seg] 1.69 1.01 0.74 1.65 0.98 0.72
2.37 3.07 3.57
5.24 8.34 10.84
4.1 6.9 9.4
5.7 7.4 8.7
1.89 2.46 2.86
0.015 0.030 0.045
7.00 7.00 7.00
2.33 3.03 3.52
6.19 8.63 11.09
4.3 7.2 9.7
6.2 8.0 9.3
1.87 2.42 2.82
0.015 0.030 0.045
7.00 7.00 7.00
Medio Punto
Radier y Paredes Rev. Radier Rev. Sin Rev.
Geometr\u00eda Caudal Dise\u00f1o (m3/seg) D 9.0 [m] Herradura Fondo Plano Radier y Paredes Rev. Radier Rev. Sin Rev.
Total Secci\u00f3n Mojada
Area T\u00fanel Area Mojada Per\u00edmetro Altura [m2] [m2] [m] [m]
n
Q [m3/seg]
v [m/seg]
2.60 3.37 3.93
6.28 10.03 13.10
5.0 8.4 11.4
6.3 8.2 9.5
2.08 2.70 3.14
0.015 0.030 0.045
9.00 9.00 9.00
1.80 1.07 0.79
2.56 3.33 3.87
7.33 10.38 13.39
5.1 8.6 11.7
6.8 8.8 10.2
2.05 2.66 3.10
0.015 0.030 0.045
9.00 9.00 9.00
1.75 1.04 0.77
Medio Punto
Radier y Paredes Rev. Radier Rev. Sin Rev.
Geometr\u00eda Caudal Dise\u00f1o (m3/seg) D 12.0 [m] Herradura Fondo Plano Radier y Paredes Rev. Radier Rev.
2.90 3.76
Total Secci\u00f3n Mojada
Area T\u00fanel Area Mojada Per\u00edmetro Altura [m2] [m2] [m] [m] 7.72 12.40
6.2 10.4
7.0 9.1
2.32 3.01
n
0.015 0.030
Q [m3/seg] 12.00 12.00
v [m/seg] 1.94 1.15
Resumen Secciones Túneles
Q [m3/seg] 2.00 7.00 9.00 12.00 20.00 22.00
D Herradura Fondo Plano
H
D Medio Punto
errad. Rev. Total Herrad. Rev. T rrad. Radier Rev. Herrad. RadierHerrad. . Sin Rev. a Herrad. Sin Rdio . Pto. Rev. TotMedio Pto. Rev.dio Pto. Radier R Med. . Pto. Radieredio. Pto. Sin Re .Medio Pto. Sin Rev. A r e a
