Observed and urbanization-adjusted annual maximum peak discharge and associated urban fraction and precipitation values at USGS streamgage:
05531200 SALT CREEK AT ADDISON, 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
1948 1 7 409 0.153 1.888 1060 1930 0.102
1950 1 7 409 0.171 1.232 910 1660 0.173
1955 1 7 409 0.283 3.456 1150 1870 0.118
1957 1 7 409 0.328 2.828 776 1300 0.369
1960 1 -- 409 0.395 0.381 984 1480 0.245
1961 1 -- 409 0.416 1.523 755 1180 0.467
1962 1 -- 409 0.437 0.241 838 1260 0.400
1963 1 -- 409 0.459 1.276 531 850 0.758
1964 1 -- 409 0.480 0.740 528 828 0.775
1965 1 -- 409 0.501 0.514 613 912 0.705
1966 1 -- 409 0.522 1.289 1070 1430 0.272
1967 1 -- 409 0.543 1.433 1260 1630 0.184
1968 1 -- 509 0.564 1.691 609 850 0.758
1969 1 -- 509 0.585 1.478 876 1140 0.501
1970 1 -- 509 0.607 1.339 570 766 0.822
1971 1 -- 509 0.620 0.368 768 975 0.646
1972 1 -- 509 0.634 1.246 2110 2460 0.043
1973 1 -- 509 0.648 1.241 531 688 0.880
1974 1 -- 509 0.662 1.040 1050 1250 0.416
1975 1 -- 509 0.676 0.949 989 1160 0.484
1976 1 -- 509 0.689 1.089 1150 1320 0.356