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OCEN 474 Chpt. 5

Revetments

TermDefinition
Revetments Sloping structures placed on banks or cliffs in such a way as to absorb the energy of incoming water
Practical design method: Black box model Only a function of slope due to Iribarren number. Uses F, which isn't known exactly
Practical design method: Analytical model A function of slope due to Iribarren number & right side of equation. (??? Not sure if this is actually the analytical model...)
Practical design method: Wave load approach Determines critical significant wave height that will lift out cover layers Determines minimum revetment thickness for given H_s values
b 0.5 for permeable cover layers 2/3 for semi-permeable 1.0 for semi-permeable
Shields Parameter Takes into account material type, used in length of splash area
Protection against overtopping Phi_T -> total stability factor, based on material alpha_i -> inner slope Rc -> revetment crest height above SWL Rn -> wave run-up on virtual slope, using alpha as slope & swl as origin D -> thickness of material layer; Dn = equivalent stone diam.
What affects the wave load approach? Period -> If T decreases, Hscr increases, & vice versa Slope -> Decrease in slope makes revetment more stable (Hscr is higher but the revetment uses less material)
Created by: rorysunderland
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