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Tamil Research Institute RAPID TECHNO-ECONOMIC FEASIBILITY REPORT FOR DEVELOPMENT OF COLACHEL PORT AT TAMILNADU FINAL REPORT Some dimensions or the design have been considered from CLI And others dimensions have been obtained from Iribarren Formula as the height of crest: The armour Units height crest is 1.50*Hd. and the Crown height crest is 0.75*Hd 3.2. UNDER LAYER For this layer a scale of weight have been taken between W(Armor Layer)/10 and W(Armor Layer)/20. And the width have been calculated with the value of D50, considering two layers. CP1832-FR-AX-04-CP-Breakwater-Design.Ed1.docx AX04 - 10 www.tamilri.com
Tamil Research Institute RAPID TECHNO-ECONOMIC FEASIBILITY REPORT FOR DEVELOPMENT OF COLACHEL PORT AT TAMILNADU FINAL REPORT 3.3. CORE The Weight of the Core have to be between 50 kg to 100 kg, and also considering the scale between W(Under Layer)/10 and W(Under Layer)/20. 3.4. WINDWARD TOE PROTECTION Toe protection to sloping rock armour layer (front face of rockfill structures) (CIRIA). Sometimes a stability relationship between Hs/(ΔDn50) and ht/Hs is assumed, indicating that a lower value of ht/Hs (higher toe) should give more damage. Stability of toe protection h t / h s H S / AD n50 0.5 3.3 0.6 4.5 0.7 5.4 0.8 6.5 For the width of the toe protection 3-4 D n50 have been considered CP1832-FR-AX-04-CP-Breakwater-Design.Ed1.docx AX04 - 11 www.tamilri.com
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