Page 28

Metadata

Title
Page 28
Source
Colorado River problem
Is Part Of
http://digital.library.unlv.edu/u?/dig,8
Full text
THE COLORADO RIVER PROBLEM 331 "TABLE 9.—Showing Surplus or Deficiency in Water Supply with Regulation in a Reservoir of 20,000,000 Acre-Ft. Capacity for Specified Annual Demand. (Millions of Acre-Feet.) ______________________________________________________________________________________________________________________ Estimated Annual Demand: Years. flow at _______________________________________________________________________________________________ Laguna. 11. 12. 13. 14. ______________________________________________________________________________________________________________________ 1877 .... 10.0 10.0 10.0 10.0 1878 13.0 11.7 10.7 9.7 8.7 1879 8.7 9.1 7.1 5.1 3.1 1880 13.6 11.4 7.8 5.5 2.6 1881 11.2 11.3 6.8 3.5 (-0.3) 1882 8.6 8.6 3.2 (-1.0) (-5.4) 1883 14.0 11.3 5.1 1.0 (-0.0) 1884 27.2 20.0 20.0 15.2 13.2 1885 15.3 20.0 20.0 17.1 14.1 1886 11.5 19.9 18.9 15.1 11.2 1887 9.1 17.4 15.4 10.8 6.0 1888 8.3 14.2 11.2 5.8 0.1 1889 9.4 12.2 8.3 2.0 (-4.5) 1890 14.5 15.3 10.6 3.4 0.5 1891 12.9 16.7 10.7 3.2 (-0.6) 1892 14.4 19.6 12.8 4.5 0.4 1893 11.7 19.7 12.1 3.1 (-1.9) 1894 8.8 16.9 8.5 (-1.2)(-5.2) 1895 9.4 14.8 5.6 (-3.6)(-4.6 1896 7.7 11.1 1.1 (-5.3)(-6.3) 1897 10.2 10.0 (-0.7)(-2.8)(-3.8) 1898 7.7 6.4 (-4.3)(-5.3)(-6.3) 1899 14.0 9.2 2.0 1.0 0.0 1900 10.1 8.0 0.0 (-1.9)(-3.9) 1901 14.2 11.0 2.2 1.2 0.2 1902 6.0 5.7 (-3.9)(-5.8)(-7.8) 1903 10.3 4.8 (-1-7)(-2.7)(-3.7) 1904 9.0 2.6 (-3.0)(-4.0)(-5.0) 1905 14.9 6.4 2.9 1.9 0.9 1906 16.6 11.8 7.4 5.4 3.5 1907 13.9 14.3 9.1 6.1 3.3 1908 11.7 14.5 8.5 4.6 0.9 1909 24.6 20.0 20.0 16.1 11.5 1910 13.3 20.0 20.0 15.9 10.5 1911 16.8 20.0 20.0 19.2 13.0 1912 17.5 20.0 20.0 20.0 16.1 1913 11.5 19.9 18.9 17.9 13.1 1914 20.1 20.0 20.0 20.0 18.7 1915 12.6 20.0 20.0 19.0 16.7 1916 18.7 20.0 20.0 20.0 20.0 1917 19.6 20.0 20.0 20.0 20.0 1918 13.0 20.0 20.0 19.4 18.4 1919 10.3 18.7 17.7 16.3 14.1 1920 21.1 20.0 20.0 20.0 20.0 1921 19.5 20.0 20.0 20.0 20.0 1922 16.9 20.0 20.0 20.0 20.0

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