For medium silt whose average grain size is 0.16 mm, Lacey’s silt factor is likely to be
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Lacey's silt factor is directly dependent on the square root of the mean particle size (in mm). This is a key parameter in canal design in alluvial soils.
Lacey’s silt factor \( f \) is given by the empirical formula:
\[
f = 1.76 \sqrt{d}
\]
where \( d \) is the average grain size in mm.
Given:
\[
d = 0.16\ \text{mm}
\]
\[
f = 1.76 \sqrt{0.16} = 1.76 \times 0.4 = 0.704
\]
So, Lacey’s silt factor \( f \approx 0.70 \).
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