Analisis Kajian Fisika terhadap Mitigasi Bencana Banjir Rob di Kawasan Pesisir

Yoga Budi Bhakti, Irnin Agustina Dwi Astuti, Rendi Prasetya

Abstract


subsidence. This study aims to analyze tidal flood mitigation strategies through the application of physical principles, specifically fluid mechanics and wave dynamics. The method employed is descriptive-analytical with theoretical modeling based on Bernoulli's Law, hydrostatic pressure, and the principle of continuity. The results indicate that the resilience of seawall structures highly depends on the distribution of hydrostatic pressure and the material's ability to withstand lateral moments of force. Furthermore, polder systems require water discharge optimization based on the continuity equation to ensure pumping efficiency. The research findings also highlight the critical role of mangrove vegetation in dissipating wave kinetic energy by increasing the drag coefficient. The conclusion of this study emphasizes that the integration of mechanically measured structural mitigation and ecosystem-based non-structural mitigation provides the most effective and sustainable solution to address hydro-oceanographic dynamics in coastal regions.

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References


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