Observed and urbanization-adjusted annual maximum peak discharge and associated urban fraction and precipitation values at USGS streamgage:
05447500 GREEN RIVER NEAR GENESEO, 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
1940 1 -- 1394 0.008 0.531 3750 3780 0.753
1941 1 -- 1394 0.008 1.298 4350 4380 0.678
1942 1 -- 1394 0.008 1.083 5240 5270 0.567
1943 1 -- 1394 0.008 1.706 5890 5930 0.480
1944 1 -- 1394 0.008 1.546 6730 6770 0.388
1945 1 -- 1394 0.008 1.530 4930 4960 0.610
1946 1 -- 1394 0.008 0.704 8050 8090 0.278
1947 1 -- 1394 0.008 2.233 6400 6440 0.422
1948 1 -- 1394 0.008 1.188 6670 6710 0.394
1949 1 -- 1394 0.009 0.061 6310 6340 0.432
1950 1 -- 1394 0.009 1.691 5590 5620 0.518
1951 1 -- 1394 0.009 2.124 6940 6970 0.369
1952 1 -- 1394 0.009 0.587 5230 5260 0.569
1953 1 -- 1394 0.009 1.517 3970 3990 0.726
1954 1 -- 1394 0.009 1.893 2630 2650 0.872
1955 1 -- 1394 0.009 3.101 8900 8940 0.218
1956 1 -- 1394 0.009 0.489 3790 3810 0.750
1957 1 -- 1394 0.009 0.656 1340 1350 0.961
1958 1 -- 1394 0.009 1.147 3320 3340 0.801
1959 1 -- 1394 0.009 0.373 7100 7130 0.356
1960 1 -- 1456 0.010 0.383 8500 8530 0.246
1961 1 -- 1456 0.010 2.433 4690 4710 0.638
1962 1 -- 1456 0.010 0.324 7100 7130 0.356
1963 1 2 1456 0.010 0.539 3600 3620 0.770
1964 1 -- 1456 0.010 1.467 2380 2390 0.894
1965 1 -- 1456 0.010 1.057 5910 5930 0.479
1966 1 -- 1456 0.010 1.538 5240 5260 0.569
1967 1 -- 1456 0.010 0.824 4500 4520 0.661
1968 1 -- 1456 0.010 0.689 1690 1700 0.942
1969 1 2 1456 0.010 0.292 8000 8020 0.283
1970 1 -- 1456 0.011 1.806 9820 9850 0.172
1971 1 2 1456 0.011 0.525 9000 9020 0.212
1972 1 -- 1456 0.011 1.377 7600 7620 0.315
1973 1 -- 1456 0.011 1.911 10900 10900 0.130
1974 1 -- 1456 0.011 1.655 12100 12100 0.092
1975 1 -- 1456 0.011 0.002 6160 6170 0.451
1976 1 -- 1456 0.011 1.310 6740 6750 0.389
1977 1 -- 1456 0.012 1.038 2300 2310 0.901
1978 1 -- 1456 0.012 1.574 8100 8110 0.276
1979 1 -- 1456 0.012 0.372 12000 12000 0.094
1980 1 -- 1456 0.012 0.921 2500 2510 0.884
1981 1 -- 1456 0.012 2.187 7870 7880 0.294
1982 1 -- 1456 0.012 1.198 7910 7920 0.291
1983 1 -- 1456 0.012 1.356 7870 7880 0.294
1984 1 -- 1456 0.012 0.678 4450 4460 0.668
1985 1 -- 1456 0.012 1.068 8060 8070 0.280
1986 1 -- 1456 0.012 1.510 8560 8570 0.243
1987 1 -- 1456 0.012 2.102 10100 10100 0.162
1988 1 -- 1456 0.012 0.625 6430 6440 0.422
1989 1 -- 1456 0.012 1.168 3380 3380 0.795
1990 1 -- 1456 0.013 2.047 10100 10100 0.162
1991 1 -- 1456 0.013 0.848 6710 6720 0.393
1992 1 -- 1456 0.013 1.969 5550 5550 0.527
1993 1 -- 1456 0.013 1.894 9600 9610 0.183
1994 1 -- 1456 0.013 0.775 7370 7370 0.335
1995 1 -- 1456 0.013 1.337 7050 7050 0.362
1996 1 -- 1456 0.013 0.980 8180 8180 0.271
1997 1 -- 1456 0.013 2.229 10300 10300 0.154
1998 1 -- 1456 0.013 0.926 4800 4800 0.628
1999 1 -- 1456 0.013 2.490 10300 10300 0.154
2000 1 -- 1456 0.013 0.788 4480 4480 0.665
2001 1 -- 1456 0.013 0.744 6520 6520 0.413
2002 1 -- 1456 0.013 2.216 9520 9520 0.186
2003 1 -- 1456 0.013 1.083 5340 5340 0.557
2004 1 -- 1456 0.013 1.142 5840 5840 0.490
2005 1 E 1456 0.013 0.562 2490 2490 0.886
2006 1 E 1456 0.013 0.783 996 996 0.980
2007 1 -- 1456 0.013 0.519 7610 7610 0.316
2008 1 -- 1456 0.013 3.894 9110 9110 0.206
2009 1 -- 1456 0.014 0.765 9930 9930 0.169