River bank protection having Gabion-strengthened toe with 16m Apron underlain by Geotextile filter (laid under 5-8m deep water level) for scour prevention & mitigation.
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Protection of River bank (silty-clay & sloughening soil) against severely induced erosion during floods – rise and drawdown, with strengthened toe and geotextile-lain apron & Geomattress (sand tubular mattress) on slope to protect it against Rain-cuts.
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After
Construction of Bank with Multi-layered (4) RME system embedded into existing embankment with 16m long apron anchored down by composite Megabags and gaps filled with HDPE bags.
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River toe strengthening with RME and CMB & interlaced with Geomattress (tubular sand mattress) laid on slope as protection against Rain-cuts and slope erosion.
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After
Construction of River Bank with embedded RME system into toe, apron & scour-flaps, and slope protected with Geomattress (tubular sand mattress) anchored atop the oth HDPE bags. 1.21Km Long river bank, 3.5m deep at bank line, & area filled with silt and sand – finished in just 23 effective days.
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After
RME System-based Bank-cum-slope construction for protection of massive Tea Garden Land acreage (in a highly flashy river) and Power Distribution Towers of PGCIL, GoI’s Maharatna.
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