A loose uniform sand with rounded grains has effective grains size of 0.05 cm. Co-efficient of permeability of the sand is:

Q25: A loose uniform sand with rounded grains has effective grains size of 0.05 cm. Co-efficient of permeability of the sand is:

A. 0.25 cm/sec
B. 0.5 cm/sec
C. 1 cm/sec
D. 1.25 cm/sec
Correct Answer: A. 0.25 cm/sec

📝 Detailed Explanation

Allen Hazen’s empirical formula provides a quick, practical estimate of a coarse-grained soil’s permeability directly from its effective size (D10), without needing a full permeability test.

Given: effective size D10 = 0.05 cm (loose, uniform, rounded sand grains).

✅ Why “0.25 cm/sec” Is Correct

Using Allen Hazen’s formula, K = 100·D10² (with D10 in cm, K in cm/s): K = 100 × (0.05)² = 100 × 0.0025 = 0.25 cm/sec.

❌ Why the Other Options Are Wrong

  • 0.5 cm/sec: double the correct value — likely from using D10 = 0.05 without squaring it (100 × 0.05 = 5, still not matching, but a plausible source of a doubled/scaled error) or a similar computational slip.
  • 1 cm/sec: off by a factor of 4 from the correct value — inconsistent with correctly squaring D10 = 0.05 cm.
  • 1.25 cm/sec: doesn’t match the K = 100·D10² formula applied to the given 0.05 cm effective size.

🔑 Key Point

Hazen’s formula requires D10 to be SQUARED, not used directly — a very small effective size like 0.05 cm becomes an even smaller number once squared (0.0025), which is easy to get wrong under time pressure.

💡 Key Concepts for Students

  • See Q36 for the general form of Hazen’s formula, K = C·D10², with C given as a constant typically between 100 and 150 depending on soil uniformity.
  • Hazen’s formula is only valid for a specific range of soil particle sizes (roughly 0.1 mm to 3 mm, i.e., 0.01 cm to 0.3 cm) — outside that range it becomes unreliable.
  • D10 (effective size) is the same quantity defined and used extensively in the Classification of Soil topic (see D10/D30/D60 and Cu/Cc calculations there).
  • Hazen’s formula is an empirical approximation, not a first-principles derivation — useful for quick estimates, but a full permeability test (constant/falling head) remains more accurate for design purposes.

📚 Going Deeper: Allen Hazen's Empirical Permeability Formula

Allen Hazen’s formula offers a convenient shortcut for estimating a coarse-grained soil’s permeability directly from a single grain-size parameter — the effective size, D10 — without needing to run a full constant-head or falling-head laboratory test.

K = C · (D10)²

SymbolMeaningTypical Value/Range
KCoefficient of permeabilityResult, in cm/s (when D10 is in cm)
D10Effective size (particle size at 10% finer)Valid for roughly 0.01 cm to 0.3 cm (0.1 mm to 3 mm)
CEmpirical constantTypically 100 to 150, depending on soil uniformity

Because K depends on the SQUARE of D10, this formula is extremely sensitive to the effective size — a soil with twice the D10 of another will, all else equal, have roughly four times the permeability, according to this relationship. This strong sensitivity is a big part of why particle size (specifically the finer end of the distribution, captured by D10) dominates permeability so heavily compared to other grain-size measures like D50 or D60.

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