Allegheny River at Kittanning Lock and Dam
Future / Actual / Minor
OWP 2.0 WWA Modal Title
01/11/2021, 10:04 PM UTC through 01/11/2021, 10:04 PM UTC
Sender
Sent
- Warning: no valid ratings curve available. Transformations to and from FEET/CFS/KCFS will not happen.
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Observed (OBS) 06/22/2025 3:00 PM EDTOfficial Forecast (FCST) 06/22/2025 9:24 AM EDTNormal Pool: 9 ftRecord: 30.7 ftCATEGORY STAGE 
Major Flooding 23 ft Moderate Flooding 22 ft Minor Flooding 21 ft Action 17 ft Reliability of the Forecast:
NOTE: Forecasts are issued routinely year-round.
The above river forecast includes future rainfall/snowmelt. Forecast stages may be different if the actual rainfall/snowmelt is different than the forecast rainfall/snowmelt.
National Water Model Hydrograph
Official NWS streamflow forecasts are produced by NWS hydrologic forecasters for river gauge locations using hydrologic models which are calibrated to that location. This process considers additional guidance and information, including local expertise and experience, to produce the best forecast possible. The NWM output provides supplemental guidance to NWS forecasters and should not be considered an official NWS river forecast.
Flood Impacts
- 28.6 - Water overtops flood wall from near Chestnut Street to Ewing Street above the dam.
- 24.8 - County Health Center on South McKean Street floods.
- 21.2 - South Water Street, Mulberry Street and Arch Street flood.
Gauge Location
Recent Crests
| 1. | 19.74 ft | on 02-19-2022 |
| 2. | 17.97 ft | on 02-08-2019 |
| 3. | 20.47 ft | on 03-16-2007 |
| 4. | 22.20 ft | on 09-18-2004 |
| 5. | 22.70 ft | on 01-20-1996 |
Recent Crests
| 1. | 19.74 ft | on 02-19-2022 |
| 2. | 17.97 ft | on 02-08-2019 |
| 3. | 20.47 ft | on 03-16-2007 |
| 4. | 22.20 ft | on 09-18-2004 |
| 5. | 22.70 ft | on 01-20-1996 |
| 6. | 19.70 ft | on 12-31-1990 |
| 7. | 19.50 ft | on 02-25-1985 |
| 8. | 20.90 ft | on 02-14-1984 |
| 9. | 21.70 ft | on 02-20-1981 |
| 10. | 21.30 ft | on 02-17-1976 |
| 11. | 23.70 ft | on 06-23-1972 |
| 12. | 22.20 ft | on 02-14-1966 |
| 13. | 24.80 ft | on 03-10-1964 |
| 14. | 21.40 ft | on 04-01-1960 |
| 15. | 24.60 ft | on 01-22-1959 |
| 16. | 20.30 ft | on 10-16-1954 |
| 17. | 23.70 ft | on 12-30-1942 |
| 18. | 24.20 ft | on 03-18-1936 |
| 19. | 30.70 ft | on 03-26-1913 |
Historic Crests
| 1. | 30.70 ft | on 03-26-1913 |
| 2. | 24.80 ft | on 03-10-1964 |
| 3. | 24.60 ft | on 01-22-1959 |
| 4. | 24.20 ft | on 03-18-1936 |
| 5. | 23.70 ft | on 12-30-1942 |
Historic Crests
| 1. | 30.70 ft | on 03-26-1913 |
| 2. | 24.80 ft | on 03-10-1964 |
| 3. | 24.60 ft | on 01-22-1959 |
| 4. | 24.20 ft | on 03-18-1936 |
| 5. | 23.70 ft | on 12-30-1942 |
| 6. | 23.70 ft | on 06-23-1972 |
| 7. | 22.70 ft | on 01-20-1996 |
| 8. | 22.20 ft | on 02-14-1966 |
| 9. | 22.20 ft | on 09-18-2004 |
| 10. | 21.70 ft | on 02-20-1981 |
| 11. | 21.40 ft | on 04-01-1960 |
| 12. | 21.30 ft | on 02-17-1976 |
| 13. | 20.90 ft | on 02-14-1984 |
| 14. | 20.47 ft | on 03-16-2007 |
| 15. | 20.30 ft | on 10-16-1954 |
| 16. | 19.74 ft | on 02-19-2022 |
| 17. | 19.70 ft | on 12-31-1990 |
| 18. | 19.50 ft | on 02-25-1985 |
| 19. | 17.97 ft | on 02-08-2019 |
Vertical Datum Table
| type | NAVD88 |
|---|---|
| major Flooding | 795.80 ft |
| moderate Flooding | 794.80 ft |
| minor Flooding | 793.80 ft |
| action | 789.80 ft |
| Latest Value | 785.80 ft |
| Gauge Zero | 772.80 ft |
Gauge Photos
No Images Found
Unique Local Info
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Potential River Levels Used to Estimate the Chance of Flooding and the Range of Possible River Levels |
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| 10 Day (HEFS) | 10 Day (NAEFS) | 10 Day (GEFS) |
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Note: Use the official hydrograph at the top of this web page for river levels within the next 72 hours.
Collaborative Agencies
The National Weather Service prepares its forecasts and other services in collaboration with agencies like the US Geological Survey, US Bureau of Reclamation, US Army Corps of Engineers, Natural Resource Conservation Service, National Park Service, ALERT Users Group, Bureau of Indian Affairs, and many state and local emergency managers across the country. For details, please click here.