LN Distribution using ML and MM

LN Distribution using ML and MM - 1944 450 6.11 1946 1040...

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Annual Maximum Discharges on Magra River, Italy, at Calamazza, 1930-1970* Discharge Date x ln(x) ML Function* Result 1930 410 6.02 α AVERAGE(ln_x) 7.2 1931 1150 7.05 β^2 (40-1)/40*VAR(ln_x) 0.31 1932 899 6.8 1933 420 6.04 MM Function* Result 1934 3100 8.04 α LN(AVERAGE(ln_x))-G11/2 1.97 1935 2530 7.84 β^2 LN(1+VAR(ln_x)/AVERAGE(ln_x)^2) 0.01 1936 758 6.63 1937 1220 7.11 * ln_x defined as the range of values in column ln(x) 1938 1330 7.19 1939 1410 7.25 1940 3100 8.04 1941 2470 7.81 1942 929 6.83 1943 586 6.37
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Unformatted text preview: 1944 450 6.11 1946 1040 6.95 1947 1470 7.29 1948 1070 6.98 1949 2050 7.63 1950 1430 7.27 1951 3070 8.03 1952 2360 7.77 1953 1050 6.96 1954 1900 7.55 1955 1130 7.03 1956 674 6.51 1957 683 6.53 1958 1500 7.31 1959 2600 7.86 1960 3480 8.15 1961 1430 7.27 1962 809 6.7 1963 1010 6.92 1964 1510 7.32 1965 1650 7.41 1966 1880 7.54 1967 1470 7.29 1968 1920 7.56 1969 2530 7.84 1970 1490 7.31...
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LN Distribution using ML and MM - 1944 450 6.11 1946 1040...

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