Observed and urbanization-adjusted annual maximum peak discharge and associated urban fraction and precipitation values at USGS streamgage:
04087230 W BR ROOT R CANAL TRIB NEAR NORTH CAPE, WI

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
1962 1 -- 0 0.014 0.020 108 120 0.346
1963 1 -- 0 0.017 0.050 30 35 0.925
1964 1 -- 0 0.020 4.001 70 78 0.644
1965 1 -- 0 0.023 0.130 47 53 0.825
1966 1 -- 0 0.026 0.830 150 163 0.168
1967 1 -- 0 0.029 2.030 65 72 0.691
1968 1 -- 0 0.031 1.250 60 67 0.734
1969 1 -- 0 0.034 2.300 107 116 0.365
1970 1 -- 0 0.037 0.510 98 106 0.425
1971 1 -- 0 0.039 0.950 100 108 0.412
1972 1 -- 0 0.040 1.660 85 92 0.530
1973 1 -- 0 0.041 1.150 48 53 0.827
1974 1 -- 0 0.043 0.550 105 113 0.383
1975 1 -- 0 0.044 0.020 32 36 0.922
1976 1 -- 0 0.046 1.230 90 97 0.492
1977 1 -- 0 0.047 0.620 25 28 0.950
1978 1 -- 0 0.049 1.910 82 88 0.565
1979 1 -- 0 0.050 0.490 72 78 0.648
1980 1 -- 0 0.051 2.700 100 107 0.422
1981 1 -- 0 0.052 0.690 80 86 0.587
1982 1 -- 0 0.052 0.600 96 103 0.451
1983 1 -- 0 0.053 1.150 155 164 0.165
1984 1 -- 0 0.053 1.290 140 148 0.210
1985 1 -- 0 0.053 0.780 128 136 0.265
1986 1 -- 0 0.054 1.080 168 177 0.133
1987 1 -- 0 0.054 2.350 182 192 0.100
1988 1 -- 0 0.055 0.020 152 161 0.174
1989 1 -- 0 0.055 4.331 142 150 0.203
1990 1 -- 0 0.055 1.520 132 140 0.247
1991 1 -- 0 0.059 1.270 123 130 0.293
1992 1 -- 0 0.062 0.950 95 101 0.466
1993 1 -- 0 0.065 2.050 148 155 0.189