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3. Construct a sedimentation curve, calculate and plot the integral and differential distribution curves of clay particles in water, using the graphical method for processing the sedimentation curve:
τ, min 1 2 3 5 8 10 15 20 25 30
m, mg 24 49 72 122 186 224 306 377 423 454
H=0.2 m, η=1•10−3 Pa•s, ρ=2.73•103 kg/m3, ρ0=1•103 kg/m3.
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