RCC vs. Articulated Concrete Blocks for Overtopping Protection

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• Design of Rectangular Embankment • 6 Square Mile Lake Area • Stormwater Management/Irrigation • ~$15 Million Budget Fellsmere Water Management Area
Page 1 and 2:
Dam Overtopping Auxiliary Spillway
Page 4:
Overtopping Depth = 12.7 Feet Total
Page 7 and 8:
Damage From Debris Impact Photo Cou
Page 9 and 10:
Photo Courtesy of USACE, Jacksonvil
Page 11 and 12:
Damage From Debris Impact Photo Cou
Page 15:
Photo Courtesy of Darin Shaffer
Page 23 and 24: Pohick Dam No. 4
Page 31: Source: Public Safety at Low Head D
Page 34: ArmorWedge®
Page 37 and 38: FLOW 1/2 Inch
Page 39 and 40: Photo Courtesy of Erica Althoff, P.
Page 42 and 43: Video courtesy of ARS (Dr. Sherry H
Page 44 and 45: Photo Courtesy of USACE, Jacksonvil
Page 48 and 49: Rynearson Dam No. 1, WI
Page 50 and 51: Lake Natalie, PA
Page 53: Portugues Dam (Upstream Cofferdam),
Page 60 and 61: Tampa Bay Reservoir • 350,000 Cub
Page 69: Shavers Creek Dam, PA
Page 75 and 76: RCC Cost Factors: • RCC Mix Desig
Page 77: Dam Overtopping Auxiliary Spillway
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RCC vs. Articulated Concrete Blocks for Overtopping Protection

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