Observed and urbanization-adjusted annual maximum peak discharge and associated urban fraction and precipitation values at USGS streamgage:
05536310 CALUMET UNION DRAINAGE CANAL NEAR MARKHAM, 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
1955 1 7 0 0.577 3.513 389 503 0.163
1957 1 7 0 0.626 2.367 467 575 0.101
1961 1 -- 0 0.709 1.611 410 471 0.196
1962 1 -- 0 0.717 0.249 191 232 0.818
1963 1 -- 0 0.726 1.579 259 302 0.609
1964 1 -- 0 0.734 1.027 145 179 0.933
1965 1 -- 0 0.742 0.949 306 348 0.478
1966 1 -- 0 0.751 1.519 431 476 0.191
1967 1 -- 0 0.759 1.187 311 347 0.480
1968 1 -- 0 0.767 1.498 502 545 0.127
1969 1 -- 0 0.776 0.861 210 235 0.811
1970 1 -- 0 0.784 1.401 398 427 0.264
1971 1 -- 0 0.790 0.269 322 347 0.480
1972 1 -- 0 0.796 0.880 265 285 0.665
1973 1 -- 0 0.802 0.927 356 377 0.397
1974 1 -- 0 0.809 1.083 385 404 0.316
1975 0 -- 0 0.815 1.106 214 -- --
1976 0 -- 0 0.821 0.928 259 -- --