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corrected to a viscosity at 20 o C (Suits, 1986). Standard Test Method D 4491 may be<br />

conducted with ei<strong>the</strong>r a constant head or a fall<strong>in</strong>g head (ASTM, 1987c).<br />

ASTM D 4751, Standard Test Method <strong>for</strong> Determ<strong>in</strong><strong>in</strong>g Apparent Open<strong>in</strong>g Size of<br />

a Geotextile, is accepted by most regulatory agencies. Glass beads are sieved through a<br />

fabric specimen by means of lateral shak<strong>in</strong>g. The test is repeated <strong>for</strong> different bead sizes<br />

until 5% of <strong>the</strong> beads, maximum by weight, pass through <strong>the</strong> specimen. The average<br />

AOS of five tests are reported as bead size [mm] or as <strong>the</strong> number of <strong>the</strong> U.S. Standard<br />

Sieve with nom<strong>in</strong>al open<strong>in</strong>gs equal to or just larger than <strong>the</strong> bead size (ASTM, 1987a).<br />

The U.S. Standard Sieve Sizes are given <strong>in</strong> Table 2.1 (Das, 1985).<br />

This test is not a good <strong>in</strong>dicator <strong>for</strong> non-woven fabrics because of <strong>the</strong> tortuosity of<br />

<strong>the</strong> pore passages of <strong>the</strong> fabric. The test is limited to particles with a diameter greater<br />

than 75 µm (0.075 mm), lacks reproducibility (Roll<strong>in</strong>s, 1986), and does not simulate<br />

actual field conditions where graded particles may act to <strong>for</strong>m a natural filtration face<br />

(Suits, 1986).<br />

Table 2.1 U.S. Standard Sieve Sizes (Das, 1985)<br />

Sieve<br />

Number:<br />

Open<strong>in</strong>g<br />

(mm):<br />

Sieve<br />

Number:<br />

Open<strong>in</strong>g<br />

(mm):<br />

4 4.750 50 0.300<br />

6 3.350 60 0.250<br />

8 2.360 80 0.180<br />

10 2.000 100 0.150<br />

16 1.180 140 0.106<br />

20 0.850 170 0.088<br />

30 0.600 200 0.075<br />

40 0.425 270 0.053<br />

2.4.3 Previous Silt Fence <strong>Research</strong><br />

An alternative test which may reproduce field conditions more accurately is <strong>the</strong><br />

Virg<strong>in</strong>ia test method or VTM-51, (Wyant, 1993). The filtration efficiency and slurry flow<br />

rate of a silt fence fabric are determ<strong>in</strong>ed with a suspension created us<strong>in</strong>g a site-specific<br />

11

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