Observed and urbanization-adjusted annual maximum peak discharge and associated urban fraction and precipitation values at USGS streamgage:
05545200 WHITE RIVER TRIBUTARY NEAR BURLINGTON, WI
| 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 |
| 1958 | 1 | -- | 0 | 0.005 | 0.199 | 40 | 42 | 0.867 |
| 1959 | 1 | -- | 0 | 0.005 | 0.199 | 100 | 104 | 0.392 |
| 1960 | 1 | -- | 0 | 0.005 | 2.143 | 235 | 242 | 0.044 |
| 1961 | 1 | -- | 0 | 0.005 | 2.723 | 80 | 83 | 0.551 |
| 1962 | 1 | -- | 0 | 0.005 | 0.199 | 57 | 60 | 0.746 |
| 1963 | 1 | -- | 0 | 0.005 | 0.575 | 50 | 52 | 0.797 |
| 1964 | 1 | -- | 0 | 0.006 | 1.650 | 50 | 52 | 0.797 |
| 1965 | 1 | -- | 0 | 0.006 | 1.474 | 70 | 73 | 0.638 |
| 1966 | 1 | -- | 0 | 0.006 | 1.814 | 225 | 231 | 0.050 |
| 1967 | 1 | -- | 0 | 0.006 | 1.970 | 215 | 221 | 0.057 |
| 1968 | 1 | -- | 0 | 0.006 | 2.711 | 58 | 60 | 0.738 |
| 1969 | 1 | -- | 0 | 0.006 | 2.636 | 167 | 172 | 0.120 |
| 1970 | 1 | -- | 0 | 0.007 | 1.734 | 35 | 37 | 0.897 |
| 1971 | 1 | -- | 0 | 0.009 | 0.819 | 100 | 103 | 0.395 |
| 1972 | 1 | -- | 0 | 0.012 | 0.592 | 155 | 159 | 0.152 |
| 1973 | 1 | -- | 0 | 0.015 | 1.899 | 290 | 296 | 0.023 |
| 1974 | 1 | -- | 0 | 0.018 | 0.598 | 75 | 77 | 0.608 |
| 1975 | 1 | -- | 0 | 0.020 | 0.199 | 105 | 107 | 0.372 |
| 1976 | 1 | -- | 0 | 0.023 | 1.076 | 65 | 66 | 0.691 |
| 1977 | 1 | -- | 0 | 0.026 | 1.366 | 70 | 71 | 0.652 |
| 1978 | 1 | -- | 0 | 0.029 | 2.375 | 110 | 111 | 0.349 |
| 1979 | 1 | -- | 0 | 0.032 | 0.199 | 66 | 67 | 0.688 |
| 1980 | 1 | -- | 0 | 0.034 | 1.120 | 87 | 88 | 0.513 |
| 1981 | 1 | -- | 0 | 0.034 | 0.759 | 95 | 96 | 0.450 |
| 1982 | 1 | -- | 0 | 0.034 | 1.734 | 205 | 206 | 0.069 |
| 1983 | 1 | -- | 0 | 0.034 | 2.134 | 170 | 171 | 0.123 |
| 1984 | 1 | -- | 0 | 0.034 | 2.978 | 85 | 86 | 0.530 |
| 1985 | 1 | -- | 0 | 0.034 | 0.282 | 85 | 86 | 0.530 |
| 1986 | 1 | -- | 0 | 0.034 | 1.507 | 185 | 186 | 0.093 |
| 1987 | 1 | -- | 0 | 0.034 | 1.665 | 80 | 80 | 0.577 |
| 1988 | 1 | -- | 0 | 0.034 | 0.840 | 80 | 80 | 0.577 |
| 1989 | 1 | -- | 0 | 0.034 | 2.778 | 97 | 98 | 0.435 |
| 1990 | 1 | -- | 0 | 0.034 | 1.417 | 101 | 102 | 0.406 |
| 1991 | 1 | -- | 0 | 0.034 | 1.461 | 58 | 58 | 0.755 |
| 1992 | 1 | -- | 0 | 0.034 | 0.977 | 35 | 35 | 0.905 |
| 1993 | 1 | -- | 0 | 0.034 | 1.474 | 120 | 121 | 0.298 |
| 1994 | 1 | -- | 0 | 0.034 | 1.367 | 130 | 131 | 0.249 |
| 1995 | 1 | -- | 0 | 0.034 | 2.080 | 40 | 40 | 0.878 |
| 1996 | 1 | -- | 0 | 0.034 | 1.555 | 182 | 183 | 0.097 |
| 1997 | 1 | -- | 0 | 0.034 | 1.544 | 72 | 72 | 0.642 |
| 1998 | 1 | -- | 0 | 0.034 | 1.019 | 24 | 24 | 0.952 |
| 1999 | 1 | -- | 0 | 0.034 | 2.394 | 354 | 355 | 0.015 |
| 2000 | 1 | -- | 0 | 0.034 | 1.494 | 150 | 151 | 0.174 |
| 2001 | 1 | 2 | 0 | 0.035 | 2.816 | 140 | 141 | 0.204 |
| 2002 | 1 | -- | 0 | 0.035 | 0.781 | 24 | 24 | 0.952 |
| 2004 | 1 | -- | 0 | 0.036 | 0.378 | 310 | 311 | 0.019 |
| 2005 | 1 | -- | 0 | 0.037 | 0.525 | 52 | 52 | 0.798 |
| 2006 | 1 | -- | 0 | 0.037 | 1.223 | 61 | 61 | 0.733 |
| 2007 | 1 | -- | 0 | 0.038 | 1.833 | 141 | 141 | 0.201 |
| 2008 | 1 | -- | 0 | 0.038 | 0.524 | 230 | 230 | 0.051 |
| 2009 | 1 | -- | 0 | 0.039 | 0.938 | 14 | 14 | 0.984 |