. Design of riprap revetments for protection against wave attack. Shore protection; Water waves. Eq. (5), Zero Domoge Cotongent of Embonkment Slope, Cot O Figure 2. Comparison of stability 5 10 Reserve Stobility Porameter /w50y3 tucot •V* Figure 3. Reserve stability as a function of the reserve stability parameter. Normally the significant wave height should be used as the design wave height for riprap, , in equation (4). The guidance provided in Section of the SPM should be followed in the selection of the design wave. Re- search underway (
. Design of riprap revetments for protection against wave attack. Shore protection; Water waves. Eq. (5), Zero Domoge Cotongent of Embonkment Slope, Cot O Figure 2. Comparison of stability 5 10 Reserve Stobility Porameter /w50y3 tucot •V* Figure 3. Reserve stability as a function of the reserve stability parameter. Normally the significant wave height should be used as the design wave height for riprap, , in equation (4). The guidance provided in Section of the SPM should be followed in the selection of the design wave. Re- search underway (1980) at CERC is expected to provide improved guidance on the choice of the design wave for irregular wave attack on Please note that these images are extracted from scanned page images that may have been digitally enhanced for readability - coloration and appearance of these illustrations may not perfectly resemble the original Ahrens, John; Coastal Engineering Research Center (U. S. ). Fort Belvoir, Va. : U. S. Army, Corps of Engineers, Coastal Engineering Research Center ; Springfield, Va. : National Technical Information Service, distributor
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