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
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 |