BED, BANK & SHORE PROTECTION

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Wave run-up run up irregular wave H s = significant wave height ξ 0 = breaker parameter based on T m-1,0 For smooth slope
γr 1.0 friction values Type of revetment Asphalt, concrete, smooth blocks, grass, Sand-asphalt Sand asphalt 0.95 Blocks in asphalt or concrete matrix, blocks with grass 0.90 Placed block revetment 0.80 riprap penetrated with asphalt 0.70 Single layer of riprap 0.55 Double layer of riprap
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BED, BANK & SHORE PROTECTION

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