Observed and urbanization-adjusted annual maximum peak discharge and associated urban fraction and precipitation values at USGS streamgage:
05438283 PISCASAW CREEK NEAR WALWORTH, 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
1993 1 -- 0 0.032 1.283 322 337 0.387
1994 1 -- 0 0.033 0.733 371 387 0.299
1995 1 -- 0 0.034 0.994 7 8 1.000
1996 1 -- 0 0.035 0.894 544 564 0.111
1997 1 -- 0 0.036 1.805 484 502 0.159
1998 1 -- 0 0.037 0.817 433 449 0.207
1999 1 -- 0 0.038 1.209 571 590 0.095
2000 1 -- 0 0.039 0.977 478 494 0.165
2001 1 -- 0 0.043 0.840 283 294 0.485
2002 1 -- 0 0.046 1.482 90 95 0.935
2003 1 -- 0 0.050 0.913 152 157 0.826
2004 1 -- 0 0.054 1.109 345 353 0.358
2005 1 -- 0 0.057 0.485 332 338 0.385
2006 1 -- 0 0.061 1.021 259 263 0.568
2007 1 -- 0 0.065 1.361 330 334 0.394
2008 1 -- 0 0.068 0.894 397 400 0.279
2009 1 -- 0 0.072 0.338 397 398 0.281