Elaboracion de Metrados

RIO LLANGANUCO Caudales anualesAOCAUDAL PROMEDIO ANUAL RIO LLANGANUCO (m/seg)CAUDAL ANUAL (De Mayor a menor)

1953-543.273.96PROMEDIO2.98

1954-552.573.61DESVIACION ESTANDAR0.387

1955-562.233.58

1956-573.163.51R1.74

1957-583.443.48N44

1958-593.133.44K6.00

1959-603.023.42X0.29

1960-612.573.37

1961-622.543.27

1962-632.603.27

1963-642.733.23

1964-652.223.23

1965-663.143.20

1966-672.753.16

1967-682.363.15

1968-692.923.14

1969-703.273.13

1970-712.863.13

1971-722.923.11

1972-733.373.06

1973-742.743.04

1974-752.643.02

1975-762.493.00

1976-773.232.97

1977-783.132.92

1978-793.232.92

1979-803.422.86

1980-813.482.85

1981-823.202.77

1982-833.962.75

1983-843.612.75

1984-852.642.74

1985-863.062.73

1986-873.512.64

1987-883.582.64

1988-892.752.60

1989-902.852.57

1990-913.112.57

1991-922.772.56

1992-932.972.54

1993-943.042.49

1994-953.002.36

1995-963.152.23

1996-972.562.22

Tabla de frecuenciasN DE INTERVALOINTERVALO DE CLACEMARCA DE CLASE (YI)FREC. ABSOLUTA (NI)FREC. ABSOLUTA ACUM. (NI)FREC. RELATIVA (HI)FREC. RELATIVA ACUM. (HI)FUNCION DENSIDAD EMPRICAFUNCION DENSIDAD TEORICA NORMAL

12.222.512.36550.110.110.3790.285

22.512.802.651490.090.20.310.714

32.803.092.9419180.20.40.6891.023

43.093.383.23114320.320.721.1020.836

53.383.673.5216380.140.860.4820.39

63.673.963.8116440.1410.4820.104

441

a) HISTOGRAMA RIO LLANGANUCO

a) RIO LLANGANUCO

C. CALCULO DE LA MEDIDA DE ASIMETRIA Y APUNTAMIENTO PARA CADA RIO ANALIZADO

C.1 RIO LLANGANUCO

= 0.1165

= -0.2284

4