Ingeniero Civil

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FACULTAD DE INGENIERIA CIVIL PUENTES
METODO DE GUMBEL
15/03/2011
MARCO A. HERNANDEZ MENDOZA
|

METODO DE GUMBEL
Datos de estación hidrométrica Pijiapan
N | AÑOS | GASTO (m³/seg) | DESVIACION STANDAR |
1 | 1961 | 134 | 187.50 |
2 | 1962 | 269 | |
3 | 1963 |591 | |
4 | 1964 | 199 | |
5 | 1965 | 202 | |
6 | 1966 | 494 | |
7 | 1967 | 161 | |
8 | 1968 | 280 | |
9 | 1969 | 360 | |
10 | 1970 | 235 | |
11 | 1971 | 419 | |
12 | 1972 | 102 | |
13 | 1973 | 1005 | |
14 | 1974 | 402 | |
15 | 1975 | 360 | |
16 | 1976 | 193 | |
17 | 1977 | 393 | |
18 | 1978 | 252 | |
19 | 1979 | 368 | |
20 | 1980 | 338 | |
21 |1981 | 338 | |
22 | 1982 | 172 | |
23 | 1983 | 296 | |
24 | 1984 | 194 | |
25 | 1985 | 164 | |
26 | 1986 | 243 | |
27 | 1987 | 127 | |
28 | 1988 | 406 | |
29 | 1989 | 380 | |
30 | 1990 | 109 | |
31 | 1991 | 58 | |
32 | 1992 | 99 | |
33 | 1993 | 80 | |
34 | 1994 | 27 | |
35 | 1995 | 45 | |
36 | 1996 | 63 | |
37 | 1997 | 64 | PROMEDIO260.05 |...