Observed and urbanization-adjusted annual maximum peak discharge and associated urban fraction and precipitation values at USGS streamgage:
05527840 DES PLAINES RIVER AT WADSWORTH, 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 -- 0 0.054 0.153 1370 1610 0.178
1963 1 -- 0 0.057 1.532 110 160 0.990
1964 1 -- 0 0.059 0.695 173 242 0.970
1965 1 -- 0 0.061 0.532 940 1130 0.405
1966 1 -- 0 0.063 0.526 1190 1400 0.257
1967 1 -- 0 0.065 1.484 1040 1240 0.343
1968 1 -- 0 0.067 0.473 240 322 0.948
1969 1 -- 0 0.069 1.206 795 955 0.534
1970 1 -- 0 0.071 1.621 630 766 0.685
1971 1 -- 0 0.075 0.271 1470 1700 0.156
1972 1 -- 900 0.078 0.584 1320 1520 0.203
1973 1 -- 900 0.082 1.460 1180 1370 0.274
1974 1 -- 900 0.085 0.523 1730 1970 0.096
1975 1 -- 900 0.089 0.307 535 646 0.775
1976 1 -- 900 0.092 1.220 2170 2440 0.051