Observed and urbanization-adjusted annual maximum peak discharge and associated urban fraction and precipitation values at USGS streamgage:
05536570 STONY CREEK (WEST) AT WORTH, 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
1962 1 2 0 0.950 0.471 520 527 0.115
1963 1 -- 0 0.952 2.418 340 345 0.448
1964 1 -- 0 0.954 1.139 94 96 1.000
1965 1 -- 0 0.955 0.834 212 215 0.860
1966 1 -- 0 0.957 2.158 619 624 0.056
1967 1 -- 0 0.958 1.773 350 353 0.425
1968 1 -- 0 0.960 2.132 708 711 0.036
1969 1 -- 0 0.962 0.603 301 302 0.576
1970 1 -- 24 0.963 1.652 632 633 0.052
1971 0 -- 189 0.963 1.305 169 -- --
1972 0 -- 189 0.964 1.827 441 -- --
1973 0 -- 189 0.964 1.356 356 -- --
1974 0 -- 189 0.964 1.709 365 -- --
1975 0 -- 189 0.964 1.694 683 -- --
1976 0 -- 189 0.964 0.970 1570 -- --