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Photo of spillway water release Fort Randall Spillway
Fort Randall Spillway
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The Cherry Creek Dam outlet manages reservoir levels by releasing water from the reservoir to downstream users. Release rates are generally less than 100 cubic feet of water per second. The outlet structure can release water at a rate of up to 10,000 cfs. when operating to reduce flood risks during periods of high runoff. One cubic foot of water, or cfs, is equivalent to 7.5 gallons. Cherry Creek Dam Outlet Structure
Cherry Creek Dam Outlet Structure
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Cherry Creek Reservoir lies on Cherry Creek at its confluence with Cottonwood Creek, at the southeast edge of the Denver metropolitan area in Arapahoe County. Under normal conditions, the reservoir is 1.3 miles long, with an average depth of almost 15 feet, a surface area of 875 acres, and a storage capacity of 12,885 acre-feet of water. Approximately 390 square miles drains into Cherry Creek Reservoir. Cherry Creek Reservoir
Cherry Creek Reservoir
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(U.S. Army Corps of Engineers photo by Declan Barnes) Flood Risk Feasibility Study for Atchison and Nemaha counties 01.15.25
Flood Risk Feasibility Study for Atchison and Nemaha counties 01.15.25
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(U.S. Army Corps of Engineers photo by Declan Barnes) Flood Risk Feasibility Study for Atchison and Nemaha counties 01.15.25
Flood Risk Feasibility Study for Atchison and Nemaha counties 01.15.25
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(U.S. Army Corps of Engineers photo by Declan Barnes) Flood Risk Feasibility Study for Atchison and Nemaha counties 01.15.25
Flood Risk Feasibility Study for Atchison and Nemaha counties 01.15.25
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(U.S. Army Corps of Engineers photo by Declan Barnes) Flood Risk Feasibility Study for Atchison and Nemaha counties 01.15.25
Flood Risk Feasibility Study for Atchison and Nemaha counties 01.15.25
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(U.S. Army Corps of Engineers photo by Declan Barnes) Flood Risk Feasibility Study for Atchison and Nemaha counties 01.15.25
Flood Risk Feasibility Study for Atchison and Nemaha counties 01.15.25
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Cherry Creek Reservoir lies on Cherry Creek at its confluence with Cottonwood Creek, at the southeast edge of the Denver metropolitan area in Arapahoe County. Under normal conditions, the reservoir is 1.3 miles long, with an average depth of almost 15 feet, a surface area of 875 acres, and a storage capacity of 12,885 acre-feet of water. Approximately 390 square miles drains into Cherry Creek Reservoir. Cherry Creek Reservoir
Cherry Creek Reservoir
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Cherry Creek Reservoir lies on Cherry Creek at its confluence with Cottonwood Creek, at the southeast edge of the Denver metropolitan area in Arapahoe County. Under normal conditions, the reservoir is 1.3 miles long, with an average depth of almost 15 feet, a surface area of 875 acres, and a storage capacity of 12,885 acre-feet of water. Approximately 390 square miles drains into Cherry Creek Reservoir. Cheery Creek Reservoir
Cheery Creek Reservoir
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Team members from the U.S. Army Corps of Engineers. Omaha District, the 28th Bomb Wing, Air Force Global Strike Command, and the commercial construction project management team participate in a rehearsal of concept drill at Ellsworth Air Force Base, S.D., Dec. 3, 2024. The exercise focused on planning the temporary relocation of B-1B Lancer bombers and personnel to Grand Forks Air Force Base, N.D., as part of a $129.5 million runway replacement project. (U.S. Army photo by Andrew Nystrom) USACE Omaha District Collaborates with 28th Bomb Wing, Project Teams on Runway, Critical Infrastructure Repair at Ellsworth AFB
USACE Omaha District Collaborates with 28th Bomb Wing, Project Teams on Runway, Critical Infrastructure Repair at Ellsworth AFB
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Col. Robert Newbauer, U.S. Army Corps of Engineers, Omaha District commander, makes notations on a map as Col. Derek Oakley, 28th Bomb Wing commander, looks on as they lead a rehearsal of concept drill at Ellsworth Air Force Base, S.D., Dec. 3, 2024. The exercise focused on planning the temporary relocation of B-1B Lancer bombers and personnel to Grand Forks Air Force Base, N.D., as part of a $129.5 million runway replacement project. (U.S. Army photo by Andrew Nystrom) USACE Omaha District Collaborates with 28th Bomb Wing, Project Teams on Runway, Critical Infrastructure Repair at Ellsworth AFB
USACE Omaha District Collaborates with 28th Bomb Wing, Project Teams on Runway, Critical Infrastructure Repair at Ellsworth AFB
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A photo to go with a story Gavins Point powerhouse annual maintenance in full swing
Gavins Point powerhouse annual maintenance in full swing
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A photo supporting the story. Gavins Point powerhouse annual maintenance in full swing
Gavins Point powerhouse annual maintenance in full swing
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A photo supporting the story. Gavins Point powerhouse annual maintenance in full swing
Gavins Point powerhouse annual maintenance in full swing
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A photo supporting the story. Gavins Point powerhouse annual maintenance in full swing
Gavins Point powerhouse annual maintenance in full swing
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A photo supporting the story. Gavins Point powerhouse annual maintenance in full swing
Gavins Point powerhouse annual maintenance in full swing
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A photo supporting the story. Gavins Point powerhouse annual maintenance in full swing
Gavins Point powerhouse annual maintenance in full swing
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A photo supporting the story. Gavins Point powerhouse annual maintenance in full swing
Gavins Point powerhouse annual maintenance in full swing
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A photo supporting the story. Gavins Point powerhouse annual maintenance in full swing
Gavins Point powerhouse annual maintenance in full swing
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USACE Omaha District Photos

L611-614 South of HWY34 Looking Upstream
L611-614 South of HWY34 Looking Downstream Mar.14, 2019. (Photo by USACE, Omaha District)
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Tags: L611-614
Photo by: USACE Omaha District |  VIRIN: 190314-A-A1408-001.JPG
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