Observed and urbanization-adjusted annual maximum peak discharge and associated urban fraction and precipitation values at USGS streamgage:
05536000 NORTH BRANCH CHICAGO RIVER AT NILES, 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 0.351 1.682 952 1490 0.414
1952 1 -- 0 0.371 0.981 870 1360 0.503
1953 1 E 0 0.390 0.756 428 790 0.898
1954 1 -- 0 0.410 1.521 1510 2070 0.154
1955 1 -- 0 0.429 2.850 1700 2270 0.110
1956 1 -- 0 0.449 1.255 1030 1460 0.436
1957 1 -- 0 0.468 2.133 1850 2380 0.092
1958 1 -- 0 0.488 0.180 647 957 0.798
1959 1 -- 0 0.507 1.144 695 992 0.774
1960 1 -- 0 0.527 0.382 1340 1690 0.285
1961 1 -- 0 0.538 1.405 1290 1620 0.326
1962 1 -- 0 0.550 0.228 1010 1290 0.548
1963 1 E 0 0.561 1.112 905 1160 0.648
1964 1 -- 0 0.573 0.879 810 1050 0.737
1965 1 -- 0 0.584 0.717 658 872 0.850
1966 1 -- 0 0.596 1.323 1360 1610 0.331
1967 1 -- 0 0.608 1.651 2210 2500 0.075
1968 1 -- 0 0.619 1.209 858 1050 0.738
1969 1 -- 0 0.631 1.648 1300 1500 0.407
1970 0 -- 961 0.642 1.525 1170 1370 0.495
1971 0 D 961 0.648 0.378 1070 1280 0.561
1972 0 -- 961 0.653 1.451 1440 1690 0.281
1973 0 -- 1561 0.659 1.213 1050 1280 0.555
1974 2 -- 1561 0.664 1.084 1070 1320 0.528
1975 2 -- 1561 0.670 0.845 1160 1420 0.462
1976 2 D 1561 0.675 1.360 1550 1840 0.216
1977 2 E 1561 0.681 0.811 723 913 0.826
1978 2 -- 1561 0.686 1.028 1150 1380 0.486
1979 0 -- 2961 0.692 0.819 1150 1380 0.488
1980 3 -- 2961 0.697 0.814 712 889 0.840
1981 3 -- 2961 0.701 0.932 1160 1390 0.485
1982 3 -- 2961 0.704 2.568 1420 1670 0.294
1983 3 -- 2961 0.708 1.844 1480 1720 0.263
1984 3 -- 2961 0.711 1.772 1210 1430 0.456
1985 3 -- 2961 0.714 1.119 1350 1580 0.354
1986 3 -- 2961 0.718 1.073 1800 2060 0.156
1987 3 -- 2961 0.721 4.025 2590 2930 0.043
1988 3 E 2961 0.724 0.445 831 989 0.776
1989 3 -- 2961 0.728 2.199 1780 2020 0.166
1990 3 -- 3846 0.731 1.842 1600 1820 0.224
1991 3 -- 3846 0.734 2.258 1360 1560 0.369
1992 0 CE 4921 0.738 2.125 893 1020 0.753
1993 4 C 4921 0.741 1.003 1250 1380 0.488
1994 4 C 4921 0.745 2.012 1530 1670 0.292
1995 4 CE 4921 0.748 1.320 1330 1460 0.437
1996 4 C 4921 0.752 0.805 1220 1340 0.520
1997 4 C 4921 0.755 2.793 2260 2420 0.087
1998 4 C 4921 0.759 1.091 993 1090 0.710
1999 4 C 4921 0.762 1.312 1800 1920 0.191
2000 4 CE 4921 0.765 1.696 1290 1390 0.483
2001 4 C 4921 0.772 0.686 1380 1470 0.427
2002 4 C 4921 0.779 3.132 1940 2040 0.163
2003 4 C 4921 0.785 1.364 1130 1190 0.623
2004 4 CE 4921 0.792 1.197 1130 1180 0.631
2005 4 CE 4921 0.798 0.701 1210 1260 0.575
2006 4 C 4921 0.805 0.753 965 999 0.769
2007 4 C 4921 0.812 1.465 1730 1760 0.245
2008 4 C 4921 0.818 4.229 3340 3370 0.026
2009 4 C 4921 0.825 2.137 1980 1990 0.174