3
Trabajaremos con los datos para la época de Avenidas (Febrero a Ma AÑO FEB MAR ABR MAY 1937 66.8 81.1 78.9 40.1 1938 58.1 237.9 302.8 116.9 1939 323.8 473.8 700.1 330.3 1940 113.6 242.2 145.8 119.7 1941 877.7 667.2 537.2 388.2 1942 50.9 144.5 87.8 91.6 1943 774.1 801.1 721.8 391.0 1944 144.8 182.7 151.4 115.1 1945 294.8 154.8 179.2 60.4 1946 128.8 196.5 151.0 49.8 1947 64.9 64.8 62.1 55.4 1948 59.9 83.0 134.0 42.6 1949 126.0 727.0 364.5 45.9 1950 57.1 26.8 51.2 35.5 1951 179.2 166.7 176.2 99.1 1952 155.3 235.1 154.9 90.1 1953 378.7 696.4 936.7 253.4 1954 105.8 102.8 78.9 42.1 1955 89.2 150.3 193.1 88.6 1956 85.5 279.6 125.4 72.7 1957 80.8 291.8 433.3 202.4 1958 113.0 295.6 233.7 162.0 1959 36.7 197.2 114.7 62.8 1960 122.3 160.6 111.7 47.9 1961 45.4 90.7 99.0 87.0 1962 140.4 218.3 141.0 97.7 1963 56.1 96.3 66.2 38.6 1964 39.3 34.9 71.1 51.3 1965 26.7 562.0 643.4 283.6 1966 58.2 105.0 83.7 48.2 1967 77.8 87.3 52.4 21.2 1968 11.2 53.1 37.6 11.5 1969 42.5 89.5 161.2 42.1 1970 159.9 169.8 74.1 80.5 1971 109.4 476.9 279.5 72.3 1972 82.1 925.6 329.7 150.8 1973 336.9 363.7 399.6 168.9 1974 138.0 149.1 67.6 46.4 1975 128.2 379.9 283.3 98.8 Elaborar la curva de permanencia de los caudales mensuales (FEB-MAY), mediante ajuste empírico.

Datos Para Permanencia

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Page 1: Datos Para Permanencia

Trabajaremos con los datos para la época de Avenidas (Febrero a Mayo), caudales en m3/seg

AÑO FEB MAR ABR MAY

1937 66.8 81.1 78.9 40.1 1938 58.1 237.9 302.8 116.9 1939 323.8 473.8 700.1 330.3 1940 113.6 242.2 145.8 119.7 1941 877.7 667.2 537.2 388.2 1942 50.9 144.5 87.8 91.6 1943 774.1 801.1 721.8 391.0 1944 144.8 182.7 151.4 115.1 qmax1945 294.8 154.8 179.2 60.4 Qmin1946 128.8 196.5 151.0 49.8 #datos1947 64.9 64.8 62.1 55.4 d1948 59.9 83.0 134.0 42.6 1949 126.0 727.0 364.5 45.9 1950 57.1 26.8 51.2 35.5 1951 179.2 166.7 176.2 99.1 1952 155.3 235.1 154.9 90.1 1953 378.7 696.4 936.7 253.4 1954 105.8 102.8 78.9 42.1 1955 89.2 150.3 193.1 88.6 1956 85.5 279.6 125.4 72.7 1957 80.8 291.8 433.3 202.4 1958 113.0 295.6 233.7 162.0 1959 36.7 197.2 114.7 62.8 1960 122.3 160.6 111.7 47.9 1961 45.4 90.7 99.0 87.0 1962 140.4 218.3 141.0 97.7 1963 56.1 96.3 66.2 38.6 1964 39.3 34.9 71.1 51.3 1965 26.7 562.0 643.4 283.6 1966 58.2 105.0 83.7 48.2 1967 77.8 87.3 52.4 21.2 1968 11.2 53.1 37.6 11.5 1969 42.5 89.5 161.2 42.1 1970 159.9 169.8 74.1 80.5 1971 109.4 476.9 279.5 72.3 1972 82.1 925.6 329.7 150.8 1973 336.9 363.7 399.6 168.9 1974 138.0 149.1 67.6 46.4 1975 128.2 379.9 283.3 98.8 1976 263.8 494.6 384.3 187.7 1977 192.7 290.1 279.4 131.1 1978 49.1 84.2 87.0 55.5

Elaborar la curva de permanencia de los caudales mensuales en la época de avenidas (FEB-MAY), mediante ajuste empírico.

Page 2: Datos Para Permanencia

1979 39.6 167.9 103.0 59.2 1980 90.6 93.9 148.3 60.3 1981 59.7 277.1 105.6 61.1 1982 54.2 58.5 76.1 41.4 1983 753.6 1,064.7 1,417.3 928.2 1984 434.9 716.7 462.3 180.7 1985 82.7 101.1 69.6 61.5 1986 135.7 107.3 137.9 83.6 1987 213.6 374.0 259.0 184.0 1988 123.0 79.7 102.8 51.0 1989 305.2 422.5 307.3 133.7 1990 86.7 95.8 141.0 86.5 1991 91.3 227.6 123.8 78.2 1992 80.9 471.5 869.3 212.3 1993 150.9 685.4 561.0 168.7 1994 384.8 329.6 372.4 139.5 1995 84.8 98.8 107.3 71.8 1996 81.5 222.0 82.0 55.0 1997 61.0 119.7 99.5 77.5 1998 1,271.7 1,679.4 1,862.0 584.8 1999 509.6 971.9 322.9 295.5 2000 243.7 701.9 602.4 288.9 2001 160.5 838.2 537.7 145.5 2002 142.6 737.9 803.7 213.3 2003 95.4 127.8 137.3 119.0 2004 46.7 77.7 90.9 55.9 2005 117.4 318.1 159.2 68.5 2006 369.1 518.1 421.8 89.0

Page 3: Datos Para Permanencia

dato LN

50.0

mensuales en la época de avenidas