A Buoyancy-Based Feasibility Framework for Amphibious Housing in Indian Riverine Floodplains: A First-Principles Design and Material-Sensitivity Analysis

Authors

  • Goutham Kattekola Department of Civil Engineering, Sharda School of Engineering and Sciences, Sharda University, Greater Noida, Uttar Pradesh 201310, INDIA
  • Sphurty Raman Department of Civil Engineering, Sharda School of Engineering and Sciences, Sharda University, Greater Noida, Uttar Pradesh 201310, INDIA

DOI:

https://doi.org/10.55544/jrasb.icaces.25

Keywords:

amphibious architecture, buoyant foundation, flood resilience, affordable housing, freeboard, sustainable construction, SDG 11

Abstract

Riverine flooding is among the most frequent and damaging natural hazards in India, and conventional responses based on permanent elevation or post-flood reconstruction impose recurring costs on low-income households. Amphibious construction, in which a dwelling rests on the ground in dry conditions and floats on rising floodwater, offers an adaptive alternative, yet quantitative feasibility evidence calibrated to Indian design standards and affordable-housing norms remains scarce. This study develops a transparent, first-principles buoyancy framework for a representative single-storey amphibious dwelling sized to the Pradhan Mantri Awas Yojana minimum dwelling envelope (a 3.5 m by 6 m plan, 21 m2). Using material unit weights and imposed loads drawn from the relevant Indian Standards, a load take-down, an Archimedes buoyancy and freeboard analysis, an expanded-polystyrene reserve-buoyancy calculation, and a guide-pile hydrodynamic check were carried out for three superstructure options: reinforced concrete, fibre-cement panel, and bamboo or treated-timber walls. The analysis shows that a shallow 0.6 m pontoon is structurally inadequate in every case, producing negative freeboard and a factor of buoyancy below unity (0.31 to 0.55). Superstructure mass emerges as the dominant design lever: a reinforced-concrete superstructure requires a pontoon depth of about 2.69 m to achieve a 0.3 m freeboard, whereas lightweight bamboo or fibre-cement walls reduce this requirement to roughly 1.6 m and lower total weight by more than 40 per cent. Guide piles govern only at flood-current velocities above approximately 2.6 to 3.6 m/s, confirming that the concept is best suited to low-velocity overtopping floodplains rather than fast-flowing channels. The framework provides a reproducible pre-design envelope for practitioners and aligns with United Nations Sustainable Development Goals 9, 11 and 13. All computations are derived from secondary standards data; no laboratory experimentation is claimed.

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Published

2026-06-12

How to Cite

Kattekola, G., & Raman, S. (2026). A Buoyancy-Based Feasibility Framework for Amphibious Housing in Indian Riverine Floodplains: A First-Principles Design and Material-Sensitivity Analysis. Journal for Research in Applied Sciences and Biotechnology, 5(1), 210–219. https://doi.org/10.55544/jrasb.icaces.25

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