Observed and urbanization-adjusted annual maximum peak discharge and associated urban fraction and precipitation values at USGS streamgage:
05440000 KISHWAUKEE RIVER NEAR PERRYVILLE, 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 -- 5738 0.023 0.665 3240 3890 0.881
1941 1 -- 5738 0.023 0.036 4220 4970 0.802
1942 1 -- 5738 0.023 0.650 5840 6740 0.651
1943 1 -- 5738 0.024 1.023 12600 14100 0.168
1944 1 -- 5738 0.024 1.247 14800 16500 0.103
1945 1 -- 5738 0.025 0.471 4360 5120 0.791
1946 1 -- 5738 0.025 0.624 16400 18200 0.075
1947 1 -- 5738 0.025 1.402 3990 4700 0.824
1948 1 -- 5738 0.026 1.836 15200 16900 0.095
1949 1 2 5738 0.026 0.317 9500 10700 0.326
1950 1 -- 5738 0.026 1.346 8670 9820 0.383
1951 1 -- 5738 0.027 0.206 11900 13300 0.193
1952 1 -- 5738 0.028 0.538 10900 12200 0.243
1953 1 E 5738 0.029 1.132 2620 3160 0.922
1954 1 -- 5738 0.030 1.456 4680 5430 0.766
1955 1 -- 5738 0.031 3.111 8190 9260 0.425
1956 1 -- 5738 0.032 0.643 2340 2830 0.936
1957 1 E 5738 0.033 0.508 2360 2850 0.935
1958 1 -- 5738 0.033 1.446 4650 5380 0.770
1959 1 -- 5738 0.034 0.023 5890 6720 0.653
1960 1 -- 5738 0.035 0.611 14100 15600 0.127
1961 1 E 5738 0.036 0.763 2690 3210 0.920
1962 1 -- 5738 0.037 0.319 10500 11700 0.271
1963 1 E 5738 0.038 0.215 2020 2440 0.952
1964 1 E 5738 0.039 0.716 2080 2510 0.950
1965 1 2 5738 0.041 0.143 8000 8960 0.449
1966 1 -- 5738 0.042 0.593 11300 12500 0.229
1967 1 -- 5738 0.043 1.512 4550 5210 0.784
1968 1 E 5738 0.044 1.552 5940 6700 0.655
1969 1 -- 5738 0.045 0.113 11100 12200 0.242
1970 1 -- 5738 0.046 1.854 5870 6610 0.663
1971 1 -- 5738 0.047 0.462 14200 15500 0.128
1972 1 -- 5738 0.049 1.584 9080 10000 0.369
1973 1 -- 5738 0.050 1.777 14800 16100 0.112
1974 1 -- 5738 0.052 1.183 13000 14100 0.166
1975 1 -- 5738 0.054 0.024 8060 8900 0.454
1976 1 -- 5738 0.055 1.261 9520 10400 0.344
1977 1 E 5738 0.057 0.485 1340 1600 0.981
1978 1 -- 5738 0.058 1.804 13000 14100 0.169
1979 1 -- 5738 0.060 0.305 16700 18000 0.078
1980 1 -- 5738 0.061 0.374 5040 5610 0.753
1981 1 E 5738 0.062 1.966 3760 4230 0.857
1982 1 -- 5738 0.063 0.296 7990 8740 0.468
1983 1 -- 5738 0.064 1.617 11300 12200 0.242
1984 1 -- 5738 0.065 0.683 8820 9600 0.399
1985 1 -- 5738 0.066 1.267 7970 8690 0.472
1986 1 -- 5738 0.067 0.135 7890 8590 0.480
1987 1 -- 5738 0.068 2.467 8720 9460 0.409
1988 1 -- 5738 0.069 0.221 7580 8240 0.511
1989 1 -- 5738 0.070 1.030 5570 6100 0.709
1990 1 -- 5738 0.071 0.932 5240 5750 0.741
1991 1 -- 5738 0.073 1.074 6170 6710 0.654
1992 1 E 5738 0.075 0.626 2710 3040 0.928
1993 1 -- 5738 0.078 0.814 11400 12100 0.244
1994 1 -- 5738 0.080 0.997 17100 18100 0.077
1995 1 -- 5738 0.082 1.232 4260 4650 0.828
1996 1 -- 5738 0.084 2.876 24200 25400 0.028
1997 1 -- 5738 0.086 1.848 17400 18300 0.074
1998 1 -- 5738 0.088 0.922 5480 5880 0.729
1999 1 -- 5738 0.090 1.464 16300 17100 0.092
2000 1 -- 5738 0.092 1.666 11300 11900 0.259
2001 1 -- 5738 0.097 0.683 8810 9270 0.424
2002 1 -- 5738 0.102 2.434 15600 16200 0.110
2003 1 E 5738 0.108 0.368 2360 2520 0.950
2004 1 -- 5738 0.113 1.439 8420 8710 0.470
2005 1 -- 5738 0.118 0.653 4630 4800 0.816
2006 1 E 5738 0.123 0.798 2970 3070 0.927
2007 1 -- 5738 0.128 1.505 14000 14200 0.165
2008 1 -- 5738 0.133 0.465 10300 10400 0.345
2009 1 -- 5738 0.139 1.022 14400 14500 0.157