Observed and urbanization-adjusted annual maximum peak discharge and associated urban fraction and precipitation values at USGS streamgage:
05540240 PRENTISS CREEK NEAR LISLE, 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 0.557 1.932 532 719 0.008
1962 1 -- 0 0.584 0.292 152 233 0.402
1963 1 -- 0 0.612 1.417 441 581 0.016
1964 1 -- 0 0.639 3.178 92 148 0.824
1965 1 -- 0 0.666 1.464 351 454 0.037
1966 1 -- 0 0.694 3.026 163 223 0.446
1967 1 -- 0 0.721 1.543 177 234 0.397
1968 1 -- 0 0.748 3.154 238 295 0.182
1969 1 -- 0 0.776 1.171 189 235 0.390
1970 1 -- 0 0.803 1.167 128 161 0.761
1971 1 -- 0 0.816 0.209 157 190 0.604
1972 1 -- 0 0.829 3.095 465 523 0.021
1973 1 -- 0 0.841 0.912 165 194 0.586
1974 1 -- 0 0.854 1.161 204 234 0.400
1975 1 -- 0 0.867 2.003 423 464 0.034
1976 1 -- 0 0.880 0.776 112 131 0.900
1977 1 -- 0 0.893 1.528 120 137 0.875
1978 1 -- 0 0.906 1.345 149 164 0.748
1979 1 -- 0 0.919 1.204 117 129 0.907
1980 1 -- 0 0.932 1.783 112 122 0.930