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Tamil Research Institute RAPID TECHNO-ECONOMIC FEASIBILITY REPORT FOR DEVELOPMENT OF COLACHEL PORT AT TAMILNADU FINAL REPORT Figure 19. Flood Hazard Map of Tamil Nadu and Kerala. Source: BMTPC, 2012. 3.2.3.4. Coastal Erosion in Kanyakumari District Coastal length of Kanyakumari district along Arabian Sea is 59 km and along Bay of Bengal is 11 km. Breakwaters like walls & groynes are sea erosion control measures for maintaining seashores. RMS walls are almost constructed in entire length of sea shore of Kanyakumari district which is comparatively & densely populated district in Tamilnadu and has valuable lands with roads along shoreline. Walls are rubble mound flexible breakwater structures tends to settle down continuously due to scouring erosion. Moreover the stability of interlocking of heavy armour stones have been broken by knocking/impact of huge wave action during southwest monsoon period (May-September). Non-proper and timely Non–maintenance of RMS Walls during the past years leads to heavy damages/failures. Groynes are to prevent heavy erosion indirectly by depositing the beach sand carried by littoral drift parallel to the seashores (long shore sediment transport. Figure 20. Breakwaters in projectc area. Source: compiled by author. CP1832-FR-AX-05-CP-Initial Environmental Examination-Ed4.docx AX05 - 35 www.tamilri.com
Tamil Research Institute RAPID TECHNO-ECONOMIC FEASIBILITY REPORT FOR DEVELOPMENT OF COLACHEL PORT AT TAMILNADU FINAL REPORT 3.2.3.5. Ground Water The Tamil Nadu district is underlain by both porous and fissured formations (Plate-II). The important aquifer systems are constituted by i) unconsolidated & semiconsolidated formations and (ii) weathered, fissured and fractured crystalline rocks. CP1832-FR-AX-05-CP-Initial Environmental Examination-Ed4.docx AX05 - 36 www.tamilri.com
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