Observed and urbanization-adjusted annual maximum peak discharge and associated urban fraction and precipitation values at USGS streamgage:
05528230 INDIAN CREEK AT PRAIRIE VIEW, 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
1960 0 -- 2980 0.217 0.494 1410 -- --
1961 0 -- 2980 0.224 1.224 393 -- --
1963 1 -- 3474 0.236 1.251 162 515 0.935
1964 1 -- 3474 0.243 1.739 222 605 0.878
1965 1 -- 3474 0.249 0.561 656 1240 0.240
1967 1 -- 3474 0.262 0.924 945 1690 0.085
1968 1 -- 3474 0.268 1.232 354 786 0.696
1969 1 -- 3474 0.274 1.341 625 1180 0.288
1970 1 -- 3474 0.281 1.501 852 1520 0.129
1971 1 4B 3474 0.293 0.249 364 784 0.699
1973 1 -- 3474 0.319 1.430 617 1140 0.330
1974 1 -- 3474 0.332 0.620 526 1000 0.463
1975 1 -- 3474 0.345 0.823 235 573 0.902
1976 1 -- 3474 0.358 1.241 537 994 0.469
1990 1 -- 3474 0.578 0.535 586 866 0.604
1991 1 -- 3474 0.586 0.861 646 935 0.529
1992 1 E 3474 0.595 0.599 268 476 0.952
1993 1 -- 3474 0.603 0.872 576 833 0.641
1994 1 CE 3580 0.611 0.624 815 1120 0.348
1995 1 C 3580 0.620 1.053 623 876 0.593
1996 1 C 3580 0.628 0.249 1800 2260 0.029