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<br /> Table 8.--project e~fects on downstream flows <br /> Effects of the Trinidad Project <br /> Year pepletions Purgatoire below Alfal~a Inflow to John Martin <br /> Trinidad project area Decrease in Increase in Decrease in Increase in <br /> Historic ,Future flow due to flow due to flow due to flow due to <br /> project project project project <br /> 1925 29.4 19.0 10.4 5.2 <br /> 1926 55.4 49.7 5.7 4.2 <br /> 1927 28.2 33.5 5.3 5.8 <br /> 1928 36.2 47.1 10.9 5.9 <br /> 1929 38.6 36.0 2.6 0.4 <br /> 1930 49.3 47.1 2.2 2.7 <br /> 1931 33.0 26.7 6.3 4.5 <br /> 1932 27.3 25.3 2.0 1.2 <br /> 1933 37.7 30.3 7.4 4.1 <br /> 1934 19.9 19.1 0.8 0.7 <br /> 1935 39.6 39.5 0.1 0.5 <br /> 1936 29.0 23.2 5.8 3.0 <br /> 1937 43.9 50.5 6.6 4.2 <br />'" 1938 41.0 40.9 0.1 0.1 <br />'" 1939 19.1 24.1 5.0 2.7 <br /> 1940 28.8 25.4 3.4 1.8 <br /> 1941 54.3 45.7 8.6 8.0 <br /> 1942 33.5 57.9 24.4 10.0 <br /> 1943 22.9 10.1 12.8 8.0 <br /> 1944 44.4 42.0 2.4 1.1 <br /> 1945 33.8 35.4 1.6 0.5 <br /> 1946 17.9 13.6 4:3 2.2 <br /> 1947 45.2 63.6 18.4 8.3 <br /> . 1948 37.7 44.0 6.3 4.9 <br /> 1949 38.3 41.5 3.2 2.6 <br /> 1950 14.6 9.3 5.3 3.3 <br /> 1951 18.1 6.0 12.1 6.9 <br /> 1952 41.3 50.3 9.0 2.7 <br /> 1953 30.1 30.8 0.7 0.3 <br /> 1954 26.2 20.9 5.3 1.9 <br /> 1955 40.5 48.2 7.7 6.3 <br /> 1956 21.0 11.6 9.4 5.5 <br /> 1957 61.6 62.0 0.4 0.6 <br /> Mean 34.5 34.3 3.0 3.2 1.6 2.0 <br /> Difference 0.2 0.2 0.4 <br /> <br />., <br /> <br /> <br />:><', <br />