Page 82 - CONSTRUCCIÓN DE ATAJADOS ENLA MICRO REGIÓN DE LA CUENCA RÍO SANTA ANA

ESTUDIO TESA
“CONSTRUCCIÓN DE ATAJADOS Y OBRAS DE ALMACENAMIENTO DE AGUA EN LA MICRO

REGIÓN DE LA CUENCA ALTA DEL RIO SANTA ANA”
OTN-PB

1981 5 204.8 2.3113 223 2.3483 145.2 2.162 143.2 2.1559
1982 6 99.2 1.9965 52.1 1.7168 127.9 2.1069 68.9 1.8382
1983 7 98.5 1.9934 158.5 2.2 75.2 1.8762 48.8 1.6884
1984 8 315.2 2.4986 305.5 2.485 236 2.3729 149.5 2.1746
1985 9 85.7 1.933 76 1.8808 90.3 1.9557 42 1.6232
1986 10 78.6 1.8954 74 1.8692 79.7 1.9015 57.7 1.7612
1987 11 165.2 2.218 257 2.4099 183.9 2.2646 184.8 2.2667
1988 12 147 2.1673 178.5 2.2516 71.9 1.8567
1989 13 90 1.9542 96.1 1.9827 30 1.4771
1990 14 12 1.0792 75.2 1.8762 32.5 1.5119
1991 15 132.5 2.1222 40.4 1.6064 130.5 2.1156 145 2.1614
1992 16 197.5 2.2956 161.2 2.2074 138.9 2.1427 95 1.9777
1993 17 127 2.1038 76.8 1.8854 137.8 2.1392 98 1.9912
1994 18 81.5 1.9112 55 1.7404 65.3 1.8149 49 1.6902
1995 19 217 2.3365 66 1.8195 155.3 2.1912 140.5 2.1477
1996 20 130 2.1139 201 2.3032 96 1.9823
1997 21 108.5 2.0354 137.5 2.1383 63.9 1.8055 79.5 1.9004
1998 22 133.5 2.1255 35.4 1.549 84 1.9243 57.7 1.7612
1999 23 121.5 2.0846 137.2 2.1374 60.6 1.7825 66.3 1.8215
2000 24 227.5 2.357 232.2 2.3659 278.7 2.4451 279.7 2.4467
2001 25 152 2.1818 97.9 1.9908 131.1 2.1176 56.8 1.7543
2002 26 47 1.6721 18.7 1.2718 35.3 1.5478 41.3 1.616 17 1.2304
2003 27 128.5 2.1089 59.5 1.7745 107.2 2.0302 117.1 2.0686
2004 28 107.8 2.0326 75.4 1.8774
2005 29 153 2.1847 133 2.1239
2006 30 216.5 2.3355 142.7 2.1544
2007 31 266.5 2.4257 131 2.1173
2008 32 208.5 2.3191 178 2.2504
2009 33 158 2.1987 114.9 2.0603
2010 34 101.5 2.0065 59.7 1.776
2011 35 118 2.0719 84.7 1.9279
2012 36 159.5 2.2028 159.3 2.2022
2013 37 257 2.4099 161 2.2068
2014 38 138.5 2.1414 128 2.1072
Media 152.33 2.1477 111.22 1.9885 126.28 1.9957 124.55 2.0501 91.6 1.8809
Varianza 3784.7 0.0327 2273.1 0.072 6716.7 0.1138 3464.3 0.0417 3504.8 0.0766
Desv. St. 61.52 0.1808 47.677 0.2684 81.956 0.3373 58.858 0.2043 59.201 0.2767
Cv 2.4761 11.878 2.3329 7.4097 1.5408 5.9162 2.1162 10.034 1.5473 6.7965
Num. 34 13 25 24 24
m.s.n.m. 2277.00 2092.00 2300.00 2150.00 2080.00

Ponderación:

hm Log (hm)

Media 124.75 2.0259
Varianza 4111.7 0.0644
Desv. Stan. 63.282 0.2468
Cv 2.008 8.7669

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OFICINA TECNICA DE RIOS PÍLCOMAYO Y BERMEJO Elaboración:
Empresa
Consultora Constructora
RIO NUEVO