RCC vs. Articulated Concrete Blocks for Overtopping Protection

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Tampa Bay Reservoir • 350,000 Cubic Yards Soil Cement • 16-Inch Thick Layer on 1V:3H Slope • Used Onsite Soils (Screening & Mixing) • 8 Percent Cement Content (by weight) Stair-Stepped Soil-Cement Soil-Cement Plating
Tampa Bay Reservoir 16”Min. Non-Woven Geotextile
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 69: Shavers Creek Dam, PA
Page 73: • Design of Rectangular Embankmen
Page 76 and 77: Dam Overtopping Auxiliary Spillway
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RCC vs. Articulated Concrete Blocks for Overtopping Protection

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