Kinzua Dam & Allegheny Reservoir

Property Value
id 16680111
provider LRP
code Kinzua
slug kinzua
elevation 0.0
horizontal_datum WGS84
vertical_datum NAVD88
state PA
kind PROJECT
nearest_city Jamestown
public_name Kinzua Dam & Allegheny Reservoir
location_code 16680111
nsid None
aliases NIDID: PA00105
timeseries tsid: Kinzua-Outflow.Stage.Inst.1Hour.0.OBS
label: Stage
base_parameter: Stage
parameter: Stage
unit: ft
unit_long_name: Feet
latest_time: 2026-05-29T16:00:00Z
latest_value: 8.59
delta24h: None
sort_order: 4
results: None
tsid: Kinzua-Lake.Stor.Inst.1Hour.0.OBS
label: Conservation Storage
base_parameter: Stor
parameter: Stor
unit: ac-ft
unit_long_name: Acre-feet
latest_time: 2026-05-29T16:00:00Z
latest_value: 589206.45
delta24h: None
sort_order: 13
results: None
tsid: Kinzua-Lake.Elev.Inst.1Hour.0.OBS
label: Elevation
base_parameter: Elev
parameter: Elev
unit: ft
unit_long_name: Feet
latest_time: 2026-05-29T16:00:00Z
latest_value: 1328.89
delta24h: None
sort_order: 1
results: None
tsid: Kinzua-Outflow.Precip-Inc.Total.1Hour.1Hour.OBS
label: Precipitation
base_parameter: Precip
parameter: Precip-Inc
unit: in
unit_long_name: Inches
latest_time: 2026-05-29T16:00:00Z
latest_value: 0.0
delta24h: None
sort_order: 16
results: None
tsid: Kinzua-Outflow.Stage.Inst.1Hour.0.OBS
label: Stage Tailwater
base_parameter: Stage
parameter: Stage
unit: ft
unit_long_name: Feet
latest_time: 2026-05-29T16:00:00Z
latest_value: 8.59
delta24h: None
sort_order: 5
results: None
tsid: Kinzua-Outflow.Flow.Inst.1Hour.0.OBS
label: Outflow
base_parameter: Flow
parameter: Flow
unit: cfs
unit_long_name: Cubic feet per second
latest_time: 2026-05-29T16:00:00Z
latest_value: 2354.21
delta24h: None
sort_order: 7
results: None
tsid: Kinzua-Lake.Stor.Inst.1Hour.0.OBS
label: Flood Storage
base_parameter: Stor
parameter: Stor
unit: ac-ft
unit_long_name: Acre-feet
latest_time: 2026-05-29T16:00:00Z
latest_value: 589206.45
delta24h: None
sort_order: 11
results: None
tsid: Kinzua-Lake.Flow-Inflow-Comp.Inst.1Hour.0.A2W
label: Inflow
base_parameter: Flow
parameter: Flow-Inflow-Comp
unit: cfs
unit_long_name: Cubic feet per second
latest_time: 2026-05-29T13:00:00Z
latest_value: 0.0
delta24h: None
sort_order: 6
results: None
name Kinzua Dam & Allegheny Reservoir
hasResopsAverages false
nidId PA00105
nidid
levels slug: elev.minimum
label: Minimum
parameter: Elev
base_parameter: Elev
tsid: Kinzua.Elev.Inst.0.Minimum
latest_value: 1239.4
units: ft
units_long_name: Feet
slug: elev.streambed
label: Streambed
parameter: Elev
base_parameter: Elev
tsid: Kinzua.Elev.Inst.0.Streambed
latest_value: 1195.6
units: ft
units_long_name: Feet
slug: elev.top of conservation
label: Top of Conservation
parameter: Elev
base_parameter: Elev
tsid: Kinzua.Elev.Inst.0.Top of Conservation
latest_value: 1327.53
units: ft
units_long_name: Feet
slug: elev.top of dam
label: Top of Dam
parameter: Elev
base_parameter: Elev
tsid: Kinzua.Elev.Inst.0.Top of Dam
latest_value: 1374.6
units: ft
units_long_name: Feet
slug: elev.top of flood
label: Top of Flood
parameter: Elev
base_parameter: Elev
tsid: Kinzua.Elev.Inst.0.Top of Flood
latest_value: 1364.51
units: ft
units_long_name: Feet
slug: elev.top of full
label: Top of Full
parameter: Elev
base_parameter: Elev
tsid: Kinzua.Elev.Inst.0.Top of Full
latest_value: 1364.51
units: ft
units_long_name: Feet
slug: elev.top of inactive
label: Top of Inactive
parameter: Elev
base_parameter: Elev
tsid: Kinzua.Elev.Inst.0.Top of Inactive
latest_value: 1239.4
units: ft
units_long_name: Feet
slug: stor.minimum
label: Minimum
parameter: Stor
base_parameter: Stor
tsid: Kinzua.Stor.Inst.0.Minimum
latest_value: 24000
units: ac-ft
units_long_name: Acre-feet
slug: stor.streambed
label: Streambed
parameter: Stor
base_parameter: Stor
tsid: Kinzua.Stor.Inst.0.Streambed
latest_value: 0
units: ac-ft
units_long_name: Acre-feet
slug: stor.top of conservation
label: Top of Conservation
parameter: Stor
base_parameter: Stor
tsid: Kinzua.Stor.Inst.0.Top of Conservation
latest_value: 572600
units: ac-ft
units_long_name: Acre-feet
slug: stor.top of dam
label: Top of Dam
parameter: Stor
base_parameter: Stor
tsid: Kinzua.Stor.Inst.0.Top of Dam
latest_value: 1405372
units: ac-ft
units_long_name: Acre-feet
slug: stor.top of flood
label: Top of Flood
parameter: Stor
base_parameter: Stor
tsid: Kinzua.Stor.Inst.0.Top of Flood
latest_value: 1179000
units: ac-ft
units_long_name: Acre-feet
slug: stor.top of full
label: Top of Full
parameter: Stor
base_parameter: Stor
tsid: Kinzua.Stor.Inst.0.Top of Full
latest_value: 1179000
units: ac-ft
units_long_name: Acre-feet
slug: stor.top of inactive
label: Top of Inactive
parameter: Stor
base_parameter: Stor
tsid: Kinzua.Stor.Inst.0.Top of Inactive
latest_value: 24000
units: ac-ft
units_long_name: Acre-feet
id 550026
associatedStructuresCount 0
conditionAssessDate None
conditionAssessDetail None
conditionAssessId 6
damHeight None
damLength 1916
distance 5
drainageArea 2180
eapId 1
dsacAssignedDate 2023-11-08T12:00:00.000Z
eapMeetsGuidelinesId 1
emergencyContactsUpdated 2024-10-25T12:00:00.000Z
eapLastRevDate 2017-05-05T12:00:00.000Z
enforcementAuthorityId 0
federalId PA00105
oldFederalId PA00105
hazardId 4
hydraulicHeight 172
inspectionAuthorityId 0
inspectionDate 2023-06-15T12:00:00.000Z
inspectionFrequency 5
jurisdictionAuthorityId 0
latitude 41.839319312
lengthOfLocks 0
secondaryLengthOfLocks None
longitude -79.002990546
maxDischarge 144000
maxStorage 1300000
nidHeight 177
nidStorage 1300000
normalStorage 573000
numberOfLocks 0
operationalStatusDate 2023-11-08T12:00:00.000Z
operationalStatusId 2
originalDesignerName None
otherStructureId None
permittingAuthorityId 0
politicalPartyId None
privateDamId None
projectDescription The U.S. Army Corps of Engineers (USACE) constructed Kinzua Dam across the Allegheny River to hold back water during flood events to reduce the risk of downstream flooding in the low-lying communities on the Allegheny River, including Warren, Oil City, Franklin, metropolitan Pittsburgh in Allegheny, Westmoreland and Armstrong Counties and additional towns on the Monongahela and Ohio Rivers in Pennsylvania, West Virginia and Ohio. The dam is located about eight miles upstream of Warren, Pennsylvania and forms the Allegheny Reservoir. Kinzua dam has reduced flood damage by more than an estimated $1.3 billion between 1966 and 2020. The reservoir stores rainfall from late winter through early summer and releases water to maintain river flow during the drier late-summer and early-autumn months; provides water to an adjoining hydropower facility and provides numerous opportunities for recreation. Kinzua Dam is composed of both a concrete portion and an earthen (embankment) portion and has a maximum height of almost 180 feet and a length of more than 1800 feet. The concrete portion of the dam has spillway gates designed to release a large volume of water during significant rainfall events to reduce the possibility that water from the reservoir will overtop the dam.
riskCharSummary The most recent risk assessment for Kinzua dam was completed in 2023, which characterized the risk posed by the dam as high. The dam was well-constructed and is well-maintained. However, large populations live downstream of Kinzua dam, including those in Warren, Oil City, Franklin, metropolitan Pittsburgh and other low-lying communities on the Allegheny, Monongahela and Ohio rivers. Although the dam reduces the risk of flooding to these communities, it does not eliminate flooding. The most likely scenario resulting in downstream flooding from Kinzua Dam would be a high-volume release of reservoir water through the dam’s spillway during an unusually large and intense storm event (which has not occurred since the project was constructed in 1966). Water released through the spillway would create conditions similar to how the river would behave if the dam had not been constructed. A less likely, but far more devastating flooding scenario exists: an extreme rainfall event that results in water flowing over the earthen embankment portion of the dam, eroding the embankment, and leading to a breach. Although such a precipitation event leading to a breach is extremely rare, it is a possibility. Another potential outcome is that the concrete portion of the dam could become unstable during an extreme rainfall event leading to a breach. In either scenario, a large surge of water would flow out of the reservoir, flooding downstream communities. Communities, including Warren, that are closer to the dam, are in more immediate danger of a significant flood event and may have little advanced warning. Cities and communities further downstream of the dam, such as Oil City, Franklin, and communities in metropolitan Pittsburgh have larger populations and possibly less awareness of the dam but will have more warning. With either of the scenarios described above, the downstream floodwater would be swift and deep, possibly overflowing levees (including those in Warren, Oil City, and Kittanning, Pennsylvania; Wellsville, Ohio; and Benwood, West Virginia), destroying buildings and infrastructure. Anyone caught unaware and/or unable to evacuate could perish. In the less likely dam breach scenario, the water depth, property damage, and lives lost would likely be far greater.
riskManagementMeasures USACE will continue to work closely with state and local emergency managers, conduct emergency exercises and incorporate any new information into our collective emergency action plans. We are beginning to study whether there are additional measures that we can take to reduce the risk associated with high reservoir levels overflowing onto the earthen portion of the dam. We will continue rigorous monitoring and surveillance of the dam and will do so more frequently when heavy rainfall causes high reservoir levels. Rainfall forecasts and reservoir levels are routinely monitored and if a high reservoir level is forecast, we will promptly inform local and state emergency managers so that they can take protective actions, make flood warnings, and prepare for emergency responses. We will work with local communities to provide opportunities to engage with residents to help them understand how they can better prepare for a potential flood. In partnership with the US Geologic Survey and the National Weather Service, information on current and forecasted lake levels at Pittsburgh District reservoirs are available to the public via the internet at: https://www.lrp.usace.army.mil/Portals/72/docs/WaterManagement/ResSumPlots.pdf.
riverName ALLEGHENY RIVER
separateStructuresCount 0
sourceAgency US Army Corps of Engineers
spillwayTypeId 1
spillwayWidth 180
stateFedId PA00105
stateRegulatoryAgency None
stateRegulatedId 0
structuralHeight 177
submitDate 2023-02-16T17:25:39.495Z
surfaceArea 12080
volume 3138000
widthOfLocks 0
secondaryWidthOfLocks None
yearCompleted 1965
congDist Congressional District 15, Pennsylvania
city WARREN
county Warren
aiannh None
websiteUrl https://www.usace.army.mil/Missions/Civil-Works/Dam-Safety-Program/Article/2870967/dam-safety-program/
coreTypeIds 2
damTypeIds 5;8;9
fedConstructionIds 1
fedDesignIds 1
fedFundingIds 1
fedInspectionIds 1
fedOperationIds 1
fedOtherIds 1
fedOwnerIds 1
fedRegulatoryIds 1
formerNames None
foundationTypeIds 1;3
nonFederalDamOnFederalId 0
designerNames CELRP
otherNames Allegheny Reservoir
ownerNames USACE - Pittsburgh District
ownerTypeIds 3
primaryDamTypeId 5
primaryOwnerTypeId 3
primaryPurposeId 9
purposeIds 9;12;4;5;6
dsacId 2
femaRegion 3
lastEapExcerDate 2025-04-29T12:00:00.000Z
dataUpdated 2025-05-29T12:00:00.000Z
usaceDistrict Pittsburgh District
noConsequencesId 0
secretaryAgricultureBuiltId None
nrcsWatershedAuthorizationId None
isAssociatedStructureId No
fedRegulatedId Yes
inundationNidAddedId 1
damStatusId 2
huc06 050100
doi_region None
doi_region_name North Atlantic-Appalachian
doi_region_number 1
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