Observed and urbanization-adjusted annual maximum peak discharge and associated urban fraction and precipitation values at USGS streamgage:
05551650 LAKE RUN AT BALD MOUND, IL

Observed annual peak-flood magnitudes were adjusted to 2010 land-use conditions on the basis of panel data regression model with fixed effect analysis.  The symbols presented in the figure are: "observed annual peaks", "adjusted annual peaks", and   "fraction of urbanization in the watershed"

Legend for Graph

Water year Segment Discharge code Cumulative reservoir storage (acre-feet) Urban fraction Precipitation (inches) Observed peak discharge (ft3/s) Adjusted peak discharge (ft3/s) Exceedance probability
1961 1 -- 0 0.000 1.218 44 49 0.691
1962 1 -- 0 0.000 0.299 48 54 0.643
1963 1 -- 0 0.000 0.404 25 29 0.890
1964 1 4B 0 0.000 0.109 11 13 0.976
1965 1 -- 0 0.000 0.133 32 36 0.825
1966 1 -- 0 0.000 1.375 54 60 0.571
1967 1 -- 0 0.000 1.075 146 158 0.061
1968 1 -- 0 0.000 1.358 14 17 0.960
1969 1 -- 0 0.000 0.109 20 23 0.928
1970 1 -- 0 0.000 1.461 346 369 0.005
1971 1 -- 0 0.000 0.377 19 22 0.933
1972 1 -- 0 0.000 0.931 43 48 0.703
1973 1 -- 0 0.001 1.469 73 80 0.360
1974 1 -- 0 0.001 1.298 316 337 0.007
1975 1 -- 0 0.001 0.835 76 84 0.336
1976 1 -- 0 0.001 1.106 66 73 0.426