RCC vs. Articulated Concrete Blocks for Overtopping Protection

15.01.2015 • Views

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RCC vs. Articulated Concrete Blocks for Overtopping Protection

RCC vs. Articulated Concrete Blocks for Overtopping Protection

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Photo Courtesy of USACE, Jacksonville District

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Photo Courtesy of USACE, Jacksonville District

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: Damage From Debris Impact Photo Cou
Page 21: Prudhoe Bay, Alaska
Page 24: • Noise • Dust • Staging Area
Page 33 and 34: Gilboa Dam, NY
Page 36 and 37: 1/2 Inch FLOW
Page 38 and 39: Swan-Buffalo #12 (Absaraka) Dam, ND
Page 40: Photo Courtesy of USACE, Jacksonvil
Page 43 and 44: Photo Courtesy of USACE, Jacksonvil
Page 45: Modeled 4-Foot Overtopping Depth Wi
Page 49 and 50: Lake Natalie, PA
Page 51: Lake Natalie, PA
Page 56: What if this was RCC
Page 61: Tampa Bay Reservoir 16”Min. Non-W
Page 71:
RCC: • Requires Greater Technical
Page 75 and 76:
RCC Cost Factors: • RCC Mix Desig
Page 77:
Dam Overtopping Auxiliary Spillway