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Tamil Research Institute RAPID TECHNO-ECONOMIC FEASIBILITY REPORT FOR DEVELOPMENT OF COLACHEL PORT AT TAMILNADU FINAL REPORT 4.3. RUBBLE MOUND FOUNDATION Toe protection to caisson or vertical wall breakwaters The presence of vertical structures leads to an amplification of near-bed water particle velocities, due to wave reflection. Design of a rubble protection in front of such a structure therefore requires lower toe stability numbers Ns = Hs/(ΔDn50) than needed for a sloping rubble face. 4.4. TOE PROTECTION: N s H D s n50 h h b 0.19 5.8 0.6 Nod s 1 w h b =depth of the top of the toe protection h s = depth of the bottom of the toe protection The values of the damage number, Nod, to be used are as follows: N od 0.5 2 5 almost no damage acceptable damage failure 3 Hs W N s CP1832-FR-AX-04-CP-Breakwater-Design.Ed1.docx AX04 - 14 www.tamilri.com
Tamil Research Institute RAPID TECHNO-ECONOMIC FEASIBILITY REPORT FOR DEVELOPMENT OF COLACHEL PORT AT TAMILNADU FINAL REPORT 4.5. VERTICAL BREAKWATER SECTION Figure 7. No overtopped Vertical section CP1832-FR-AX-04-CP-Breakwater-Design.Ed1.docx AX04 - 15 www.tamilri.com
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