From a sieve analysis test on a soil sample, the mean size of particles observed is 1 mm. The Lacey’s silt factor is
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Lacey’s silt factor is a key parameter in irrigation channel design, reflecting the soil’s grain size. The formula \( f = 1.76 \sqrt{d \) (where \( d \) is in mm) is empirical and widely used to estimate the silt factor for alluvial soils.
Step 1: Identify the given data. The mean particle size from a sieve analysis test is 1 mm. We need to find the Lacey’s silt factor (\( f \)). The options are: (1) 1.76 (2) 17.6 (3) 176 (4) 0.176 Step 2: Recall the concept of Lacey’s silt factor. Lacey’s silt factor (\( f \)) is used in the design of irrigation channels (Lacey’s regime theory) to account for the silt-carrying capacity of the flow. It depends on the mean particle size of the soil and is given by the empirical formula: \[ f = 1.76 \sqrt{d} \] Where: \( d \): Mean particle size (in mm) \( f \): Lacey’s silt factor (dimensionless) Step 3: Substitute the given value and calculate the silt factor. The mean particle size is \( d = 1 \, \text{mm} \). Substituting into the formula: \[ f = 1.76 \sqrt{1} = 1.76 \] Step 4: Verify the result. Lacey’s silt factor typically ranges from 0.5 to 2 for most soils: Fine silt: \( f \approx 0.5 \) to 0.8 Medium sand: \( f \approx 1.0 \) to 1.5 Coarse sand: \( f \approx 1.5 \) to 2.0 A particle size of 1 mm corresponds to coarse sand, and \( f = 1.76 \) fits within the expected range. Step 5: Select the correct option. The Lacey’s silt factor is 1.76, which matches option (1). \[ \boxed{1.76} \]