TidalMapElijahs Creek @ Elijahs Creek Rd near Hebron, KY Water Level Today
NWS river forecast
| When | Stage | Flow |
|---|
Forecast from the NOAA National Water Prediction Service. Issued a few times a day and only while a forecast is active. Not for navigation.
Last 30 days
About this gauge
USGS gauge 03260100 sits on Elijahs Creek @ Elijahs Creek Rd and reads everything draining 4.0 square miles of the Middle Ohio-Laughery basin. Its datum sits 760 feet above sea level NAVD88. Daily flow has been on record here since 2000, 26 years of it.
Normal flows here
Elijahs Creek @ Elijahs Creek Rd runs a median of 1.4 cfs at this gauge across 26 years of record. February is the fullest month at a median 3.1 cfs, and August the leanest at 0.4 cfs. The highest daily mean on record is 398 cfs in 2012, and the lowest is 0.0 cfs in 2001.
| Month | Median flow | Share of annual median |
|---|---|---|
| Jan | 2.6 cfs | 186% |
| Feb | 3.1 cfs | 221% |
| Mar | 3.1 cfs | 221% |
| Apr | 2.6 cfs | 186% |
| May | 2.0 cfs | 143% |
| Jun | 1.0 cfs | 69% |
| Jul | 0.7 cfs | 49% |
| Aug | 0.4 cfs | 31% |
| Sep | 0.5 cfs | 36% |
| Oct | 0.7 cfs | 46% |
| Nov | 1.0 cfs | 71% |
| Dec | 2.3 cfs | 164% |
Medians from the USGS daily-statistics record, 2000 to 2026. A month at 100% is running at its own long-term median.
Flood stages and record crests
Elijahs Creek @ Elijahs Creek Rd reaches flood stage at this gauge at 30 feet. The highest crest on record is 56.9 feet, in January 1937.
| Category | Gage height |
|---|---|
| Minor flooding | 30 ft |
| Moderate flooding | 38 ft |
| Major flooding | 45 ft |
| When | Crest |
|---|---|
| January 1937 | 56.9 ft |
| March 1997 | 53.6 ft |
| December 1978 | 51.6 ft |
| March 1964 | 49 ft |
| April 1972 | 47.1 ft |
Flood categories and crest history from the NOAA National Water Prediction Service, gauge ELJK2. Stages are gage height, not depth. Not for navigation.
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Live streamflow and gage height: USGS gauge 03260100. Percentile context computed against the gauge's period of record. Not for navigation.
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