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Susquehanna River at Wilkes Barre, PA (WBRP1)


Data Type




Inundation Levels
NAVD88 Stage

557.4*46.5*
556.9*46.0*
556.6*45.7*
555.5*44.6*
554.8*43.9*
554.1*43.2*
Record Crest: 42.66 ft
553.542.6
552.141.2
550.940.0
549.939.0
548.637.7
546.936.0
545.134.2
543.933.0
542.932.0
541.931.0

Major Flooding Begins

540.629.7
539.929.0

Moderate Flooding Begins

538.928.0
537.126.2
535.925.0
534.924.0

Minor Flooding Begins

532.922.0
532.121.2
530.920.0
528.918.0
525.915.0

Near Flooding Begins

520.910.0

Below Flooding Begins

* = Extended rating
Weather Forecast Office Binghamton, NY Middle Atlantic River Forecast Center
Hydrograph River at a Glance Download Inundation
Mapping
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Click on mapped inundation to see water depth values for that location, or hold shift and drag to zoom to area.

Current Stage:
5.3 ft at 04/25/2024 00:45:00 UTC
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Inundation Legend
Depth in feet
USGS Gauge Location Gauge Location
What is UTC time? Map Help

Latitude/Longitude Disclaimer: The gauge location shown in the above map is the approximate location based on the latitude/longitude coordinates provided to the NWS by the gauge owner.

Gauge Information Collapse

Map Overlays

Flood Categories (in feet)
Major Flood Stage: 30
Moderate Flood Stage: 28
Flood Stage: 22
Action Stage: 10
Low Stage (in feet): -9999

Historic Crests
(1) 42.66 ft on 09/09/2011
(2) 40.91 ft on 06/24/1972
(3) 35.06 ft on 09/27/1975
(4) 34.96 ft on 09/19/2004
(5) 34.45 ft on 01/20/1996
Show More Historic Crests

(P): Preliminary values subject to further review.

Recent Crests
(1) 22.51 ft on 12/19/2023 (P)
(2) 25.63 ft on 12/26/2020
(3) 28.77 ft on 08/15/2018
(4) 27.40 ft on 01/25/2018
(5) 22.83 ft on 01/24/2018
Show More Recent Crests

(P): Preliminary values subject to further review.

Low Water Records
Currently none available.

Graphical representation of flood inundation for NWS flood categories are based on steady state hydraulic modeling of water surface elevations for incremented discharges. Map shows approximate inundation areas for given water surface elevations and should not be used for navigation or permitting or other legal purposes, but strictly as a planning reference tool.

Site-specific information:

The purpose of a flood forecast inundation map is to communicate flood risk based on best available information at the time of map development. This flood forecast inundation map has been compiled using the best information available and is believed to be accurate; however, its preparation required many assumptions. Actual conditions during a flood event may vary from those modeled in the map. The limits of flooding shown should only be used as a guideline for emergency planning and response actions. Actual areas inundated will depend on specific flooding conditions.

The risk of flooding behind flood risk management (FRM) structures (such as levees, floodwalls, closures, etc.) depends on many factors that cannot be entirely predicted in advance. These factors include whether the FRM structure overtops, length of time the structure overtops, and whether the overtopping leads to breach formation.

Two distinct approaches to mapping flooding behind FRM structures have been applied to best address the uncertainty, documented flood risk management systems and undocumented flood risk management systems. No specific level of protection is implied for any FRM structure depicted on these maps.

The mapping is based on the PASDA ground elevation data from 2006-2008.

Documented Flood Risk Management Structures (red lines) – Includes Wyoming Valley FRM project. Area behind the FRM structures is not shown as being flooded until the structure is over-topped.

Documented Flood Risk Management Risk Area (yellow shaded area) - Shows the area with flood risk reduced by documented flood risk management structures

Undocumented Flood Risk Management Structures (orange lines) – Includes Duryea and Mill Creek FRM projects.  Area behind FRM structures is shown as flooded, although the structure may provide some level of flood risk reduction

Undocumented Flood Risk Management Risk Area (pale orange shaded area) – Shows rough approximation of FRM area that would have flood risk reduced by the undocumented flood risk management structure if it functions properly

In the Wilkes-Barre to Hanover Township Reach of the Wyoming Valley Flood Risk Management Project, the flood inundation map shows that overtopping of the levee will occur at Flood Stage 43.2 feet in the downstream portion of the reach.  With respect to public safety, inundation is conservatively shown as occurring behind the entire length of the reach.  Some data suggests that overtopping of the levee may not occur at the stage 43.2 feet.  This issue is being investigated and the flood inundation mapping for the Wilkes-Barre to Hanover Township Reach may change as a result.

The detailed project report can be found here

If you have questions related to any of the flood risk management projects in Luzerne County, call the Luzerne County Flood Protection Authority at 570-208-6100.

Extended rating:
Rating Curve Extension - The Rating Curve Extension is calculated by using either a linear, logarithmic, or hydraulic technique to extend the rating curve above the currently established relationship between stage and flow.

Flood Impacts Collapse
If you notice any errors in the below information, please contact our Webmaster
48.1 Height of the instrument shelf. Inundation at this point will stop gauge from operating.
42.66 Record flood stage of September 9, 2011. Remnants of Tropical Storm Lee.
41 Maximum effective design of levee protection for the city of Wilkes-Barre. Levee height above this level may not provide protection.
40.9 Flood stage from Hurricane Agnes, June 24, 1972.
36 Nescopeck borough begins to flood.
35 Dundee area in Hanover Township begins to flood. US Route 11 in Edwardsville floods.
33 Mocanaqua begins to flood.
32 Main Street in Shickshinny floods.
31 Hollenback Park in Wilkes-Barre, Duryea and West Pittston are affected. The Brookside area begins to flood.
30 Major flooding begins. US Route 11 in Avondale is covered by flood water. Main Street in Shickshinny begins to flood. Flooding begins to affect areas of Wilkes-Barre upstream of North Street bridge, including the Court House.
29 US Route 11 in Shickshinny is closed. River Road in Port Blanchard and West Pittston begin to flood. PP&L Riverlands facilities begin to flood.
28 Moderate flooding begins. US Route 11 in West Nanticoke is closed. Canal Street in West Nanticoke begins to flood.
27 US Route 11 in West Nanticoke and River Road in Plainsville begin to flood.
24 Canal Street in Shickshinny and lowlands in Pittston begin to flood.
22 Minor flooding begins. Lowlands in Plainsville, Plymouth Flats, West Nanticoke and Shickshinny flood. Maximum effective design of levee protection in the City of Wilkes-Barre is 41 feet.
Photos
(1) looking upstream
(2) view of gagehouse
(3) looking downstream
Other Data Sources Collapse
Additional Information Collapse
Potential River Levels - Used to
Potential River Levels
Used to Estimate the Chance of Flooding and the Range of Possible River Levels
10 Day (HEFS) 7 Day (NAEFS) 7 Day (GEFS)
HEFS Ensemble NAEFS Ensemble GEFS Ensemble

Note: Use the official hydrograph at the top of this web page for river levels within the next 72 hours.

Click individual graphics to enlarge.

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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.
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Page last modified: 2-Nov-2020 7:34 PM
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Graphical representation of flood inundation for NWS flood categories are based on steady state hydraulic modeling of water surface elevations for incremented discharges. Map shows approximate inundation areas for given water surface elevations and should not be used for navigation or permitting or other legal purposes, but strictly as a planning reference tool.