Observed and urbanization-adjusted annual maximum peak discharge and associated urban fraction and precipitation values at USGS streamgage:
05532000 ADDISON CREEK AT BELLWOOD, 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
1951 1 -- 0 0.601 0.344 295 369 0.550
1952 1 -- 0 0.626 0.829 200 265 0.834
1953 1 -- 0 0.651 0.666 57 94 1.000
1954 1 -- 0 0.677 1.656 548 591 0.143
1955 1 -- 0 0.702 3.366 598 629 0.113
1956 1 -- 0 0.727 0.389 228 263 0.840
1957 1 -- 0 0.753 2.152 560 564 0.165
1958 1 -- 0 0.778 1.452 405 411 0.445
1959 1 D 0 0.803 0.670 273 280 0.800
1960 1 -- 0 0.828 0.770 295 291 0.771
1961 1 -- 0 0.835 1.762 588 550 0.179
1962 1 -- 0 0.841 1.729 260 256 0.856
1963 1 -- 0 0.847 1.384 325 311 0.721
1964 1 -- 0 0.854 0.909 284 273 0.817
1965 1 -- 0 0.860 0.386 434 403 0.466
1966 1 -- 0 0.867 1.678 499 457 0.321
1967 1 -- 0 0.873 1.025 264 249 0.874
1968 1 -- 0 0.879 1.723 584 524 0.203
1969 1 -- 0 0.886 0.839 553 494 0.244
1970 1 D 0 0.892 1.786 449 402 0.467
1971 1 -- 0 0.894 0.903 336 304 0.739
1972 1 -- 0 0.896 0.930 706 623 0.118
1973 1 -- 0 0.898 0.762 509 451 0.336
1974 1 -- 0 0.899 0.720 428 381 0.521
1975 1 -- 0 0.901 1.257 598 526 0.201
1976 1 D 0 0.903 0.963 454 402 0.469
1977 1 E 685 0.905 1.419 359 319 0.701
1978 1 -- 685 0.907 0.999 607 531 0.196
1979 1 -- 775 0.909 0.547 591 516 0.214
1980 1 -- 775 0.911 0.546 662 576 0.156
1981 1 -- 893 0.911 0.835 548 478 0.272
1982 1 -- 893 0.911 0.757 839 729 0.062
1983 1 -- 893 0.912 1.976 639 556 0.174
1984 1 -- 893 0.912 1.499 464 407 0.457
1985 1 -- 893 0.912 1.349 556 485 0.260
1986 1 -- 893 0.913 0.866 391 343 0.621
1987 1 -- 893 0.913 3.326 1120 968 0.022
1988 1 -- 893 0.913 0.590 370 325 0.680
1989 1 -- 893 0.913 2.019 541 471 0.285
1990 1 -- 893 0.914 3.292 895 775 0.048
1991 1 -- 893 0.914 2.870 675 586 0.148
1992 0 C 1308 0.914 1.586 351 336 0.644
1993 2 C 1308 0.914 1.824 517 536 0.192
1994 2 C 1308 0.915 2.006 425 442 0.363
1995 2 CE 1308 0.915 2.444 273 287 0.782
1996 2 C 1308 0.915 2.138 400 416 0.432
1997 2 C 1308 0.916 3.126 753 777 0.048
1998 2 C 1401 0.916 1.047 466 483 0.263
1999 2 C 1401 0.916 1.434 385 401 0.472
2000 2 C 1401 0.917 2.249 477 494 0.244
2001 2 C 1401 0.920 1.085 379 393 0.492
2002 2 C 1401 0.924 3.127 652 669 0.088
2003 2 C 1401 0.927 2.344 567 580 0.153
2004 2 C 1401 0.931 1.671 516 526 0.200
2005 2 C 1401 0.934 1.439 377 385 0.512
2006 2 C 1401 0.938 0.864 343 349 0.603
2007 2 C 1401 0.942 2.033 777 784 0.046
2008 2 C 1401 0.945 5.295 808 813 0.041
2009 2 C 1401 0.949 2.076 727 729 0.061