SoilFacts
Using Baffles to Improve
Sediment Basins
■ Sediment traps and basins at construction sites, agricultural operations, and other
unsettled areas provide temporary pools for runoff that allow sediment to settle
before the water is discharged into a river, stream, or landscape. They prevent
erosion and trap sediment and other coarse material. They are most effective in
sandy soils and less effective in clayey soils. Unfortuna tely, these traps and basins
are not efficient when the swift, turbulent water moves along a straight-line flow
that takes runoff quickly to the basin s outlet. This short-circuits interaction with
the entire basin. Using baffles to slow, calm, and distribute the water can help
solve this problem. Baffles can lengthen the flow path and distribute the flow more
widely. They significantly increase the amount of sediment captured and also trap
much smaller particles than open basins.
The flow path
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The typical flow in an open basin receiving peak-period, high-speed runoff is illustrated in Figure
1. The majority of the water entering the basin rushes down the middle from inlet to outlet and
does not interact with the entire basin area.
Turbulence resulting from the high flow
rate gives rise to backflow currents and
side eddies, which interfere with the set¬
tling process and reduce settling efficiency.
Installing either solid or porous baffles can
improve the basin’s efficiency. Solid baffles
are the simplest to install, but porous baf¬
fles are more efficient.
Solid baffles
A simple way to lengthen the flow path is to
install solid baffles that force the water to
move from side to side in the basin (Figure
2). These may be made of sturdy plywood
or similar materials, usually with a notch
or weir cut into the top at opposite ends to
create a long, back-and-forth flow path. Silt
fencing (or geotextile) has also been used
because the material is sturdy, inexpensive,
Figure. 1 Flow pattern of water in an open
sediment trap during peak runoff. Note the
high velocity down the middle, as swift water
bypasses much of the basin’s breadth. There
are significant back flows near the outlet and
smaller side eddies in the middle and near the
inlet, all of which reduce settling efficiency.
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