Observed and urbanization-adjusted annual maximum peak discharge and associated urban fraction and precipitation values at USGS streamgage:
04093000 DEEP RIVER AT LAKE GEORGE OUTLET AT HOBART, IN

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
1947 1 -- 4273 0.118 2.508 2410 3330 0.094
1948 1 -- 4273 0.124 1.480 2740 3730 0.066
1949 1 -- 4273 0.131 0.975 620 1020 0.849
1950 1 -- 4273 0.137 1.471 2390 3250 0.102
1951 1 -- 4273 0.145 1.911 1440 2050 0.379
1952 1 -- 4273 0.154 1.781 1340 1910 0.437
1953 1 -- 4273 0.162 0.470 912 1350 0.707
1954 1 -- 4273 0.170 1.791 1440 2010 0.397
1955 1 -- 4273 0.178 3.649 3880 4910 0.026
1956 1 -- 4273 0.186 1.034 1320 1830 0.475
1957 1 -- 4273 0.195 3.162 1650 2210 0.322
1958 1 -- 4273 0.203 1.173 720 1060 0.834
1959 1 -- 4273 0.211 2.147 1970 2540 0.217
1960 1 -- 4273 0.219 1.223 1260 1690 0.539
1961 1 -- 4273 0.227 1.730 1200 1610 0.585
1962 1 -- 4273 0.234 0.310 900 1240 0.761
1963 1 2 4273 0.242 0.450 560 823 0.916
1964 1 -- 4273 0.249 0.588 393 602 0.959
1965 1 -- 4273 0.257 0.958 1080 1420 0.676
1966 1 -- 4273 0.264 2.129 2400 2920 0.149
1967 1 -- 4273 0.272 1.003 1120 1440 0.665
1968 1 -- 4445 0.279 0.949 1990 2410 0.251
1969 1 -- 4445 0.287 0.593 1050 1340 0.716
1970 1 2 4445 0.294 1.609 2900 3420 0.087
1971 1 -- 4445 0.302 0.495 742 964 0.872
1972 1 -- 4445 0.311 0.745 973 1210 0.771
1973 1 -- 4445 0.319 0.831 1840 2170 0.334
1974 1 -- 4445 0.327 0.720 1100 1330 0.719
1975 1 -- 4445 0.336 1.375 1900 2200 0.323
1976 1 -- 4445 0.344 0.978 2020 2310 0.284
1977 1 -- 4445 0.352 1.133 575 716 0.939
1978 1 -- 4445 0.361 0.880 1320 1520 0.627
1979 1 -- 4445 0.369 0.561 2540 2810 0.167
1980 1 -- 4445 0.377 0.283 1060 1210 0.772
1981 1 -- 4445 0.381 2.287 4000 4340 0.040
1982 1 -- 4445 0.385 0.458 2600 2840 0.163
1983 1 -- 4445 0.388 2.807 3710 4010 0.051
1984 1 -- 4445 0.392 0.968 1090 1220 0.768
1985 1 -- 4445 0.396 1.128 2870 3100 0.124
1986 1 -- 4445 0.399 1.414 2780 2990 0.140
1987 1 -- 4445 0.403 1.413 1360 1490 0.641
1988 1 -- 4445 0.407 0.861 944 1050 0.839
1989 1 -- 4445 0.410 2.657 3530 3750 0.064
1990 1 -- 4445 0.414 2.036 2450 2600 0.201
1991 1 -- 4445 0.419 2.322 4230 4440 0.037
1992 1 -- 4445 0.425 0.532 919 994 0.859
1993 1 -- 4445 0.431 2.094 2070 2180 0.331
1994 1 -- 4445 0.436 2.683 1630 1710 0.531
1995 1 -- 4445 0.442 0.883 1230 1290 0.738
1996 1 -- 4445 0.447 4.009 2080 2150 0.341
1997 1 -- 4445 0.453 1.820 2060 2120 0.354
1998 1 -- 4445 0.459 0.552 1850 1890 0.447
1999 1 -- 4445 0.464 0.709 1690 1720 0.527
2000 1 -- 4445 0.470 1.289 1260 1280 0.745
2001 1 -- 4445 0.471 0.480 1460 1470 0.648
2002 1 -- 4445 0.472 1.707 2310 2330 0.277
2003 1 -- 4445 0.473 2.434 1700 1710 0.530
2004 1 -- 4445 0.474 1.195 1160 1170 0.790
2005 1 -- 4445 0.474 1.171 2210 2220 0.313
2006 1 -- 4445 0.475 1.343 2240 2250 0.303
2007 1 -- 4445 0.476 2.708 3390 3400 0.089
2008 1 -- 4445 0.477 3.725 5280 5290 0.020
2009 1 -- 4445 0.478 1.170 2060 2060 0.375