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 Table 4.2.6. Sample Calculations for the Sediment Delivery Ratio
xu*φ
Particle Class
fi
SD
primary clay
0.998
x
0.05
=
0.05
primary silt
0.994
x
0.24
=
0.23
primary aggregate
0.761
x
0.36
=
0.27
large aggregate
0.000
x
--
=
0.0
primary sand
0.000
x
--
=
0.0
4.2-39
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