APERTURA DEL FORO TEMA 1
Enviado por sneider261211 • 4 de Mayo de 2019 • Apuntes • 1.340 Palabras (6 Páginas) • 47 Visitas
COTAS | ABCISAS | DH |
309 | K0+000 | 0 |
308.5 | K0+005 | 5 |
308 | K0+010 | 5 |
307.5 | K0+016 | 6 |
307 | K0+022 | 6 |
306.5 | K0+025 | 3 |
306 | K0+029 | 4 |
305.5 | K0+034.6 | 5.6 |
305 | K0+036.6 | 2 |
CALCULO DE PENDIENTES
%P1: 306 – 307.5 *100 = -9.375
16
%P2: 307.5 – 306 * 100 = -12.13
290.6
CALCULO DE COTAS ROJAS
Cota roja= cota inicial + - % P * DH
100
COTA ROJA = 307.5 – 9.375 * 5 = 307.03
100
COTA ROJA = 307.03 – 9.375 * 5 = 306.56
100
COTA ROJA = 306.56 – 9.375 * 6 = 306
100
COTA ROJA = 306 – 12.13 * 6 = 305.27
100
COTA ROJA = 305.27 – 12.13 * 3 = 304.906
100
COTA ROJA = 304.906 – 12.13 * 4 = 304.420
100
COTA ROJA = 304.420 – 12.13 * 5.6 = 303.740
100
COTA ROJA = 303.740 – 12.13 * 2 = 303.5
100
ABCISAS | COTAS ROJAS |
K0+000 | 307.5 |
K0+005 | 307.03 |
K0+010 | 306.56 |
K0+016 | 306 |
K0+022 | 305.27 |
K0+025 | 304.906 |
K0+029 | 304.420 |
K0+034.6 | 303.740 |
K0+036.6 | 303.5 |
CARTERA DE VOLUMENES
TRAMO | ABCISAS | h1 (m) | h2 (m) | L (m) | AREA m² | A (zanja) | Vol. C (m³) | Vol. S (m³) |
1 | k0+000 | 1.5 | 1.47 | 5 | 7.425 | 1.20 | 8.91 | 11.583 |
k0+005 | ||||||||
2 | k0+005 | 1.47 | 1.44 | 5 | 7.275 | 1.20 | 8.73 | 11.349 |
k0+010 | ||||||||
3 | k0+010 | 1.44 | 1.5 | 6 | 8.82 | 1.20 | 10.584 | 13.759 |
k0+016 | ||||||||
4 | k0+016 | 1.5 | 1.73 | 6 | 9.69 | 1.20 | 11.628 | 15.116 |
k0+022 | ||||||||
5 | k0+022 | 1.73 | 1.594 | 3 | 4.986 | 1.20 | 5.983 | 7.778 |
k0+025 | ||||||||
6 | k0+025 | 1.594 | 1.58 | 4 | 6.348 | 1.20 | 7.617 | 9.902 |
k0+029 | ||||||||
7 | k0+029 | 1.58 | 1.76 | 5.6 | 9.352 | 1.20 | 11.222 | 14.589 |
k0+034.6 | ||||||||
8 | k0+034.6 | 1.76 | 1.5 | 2 | 3.26 | 1.20 | 3.912 | 5.085 |
k0+036.6 | ||||||||
89161/6 | ||||||||
15 volquetas |
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