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References
• rock infiltration bunds are best placed within 3 meters of the road border. • The stones in the rock infiltration bunds should be placed at sufficient density to disperse the water and prevent erosion; if too few stones are used for the incoming water flow, the water will not slow down and the bund will not work. • Large stones should be placed upstream. • a single layer of stones is sufficient in moderately erodible road slopes, but good compaction is critical. an initial compaction under dry conditions followed by a second compaction under wet conditions is recommended. a double layer of stones may be used in highly erodible soils. • The infiltration bund should have a thickness of 15 centimeters in terrains with medium sediment transport capacity. This thickness can be increased in areas with higher transport capacity. Wider infiltration bunds with larger head stones or a second bund are recommended for loamy soils, vertisols, and areas with concentrated runoff. • Uphill masonry protection of infiltration bunds may be necessary in areas with highly erodible, very soft loamy soils, concentrated runoff, and longstanding water. a T-shape layout may also be considered.
REFERENCES
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