Sustainable Geoenvironmental Engineering Practice - Sustainable Practices in Geoenvironmental Engineering - page 498

Mud water
<75 µm

Mesh
(0.5 mm)

Cavitation jet
(116 L/min)

Tank for inlet water

5 m

Separation tank of float
from mud water

Upper suspension

4 m Siphon-type rod

Flow meter

Pump (10 m 3 /hr)

3 m

Cyclone

Lower suspension

Inlet water

2 m

1500 × 1500

Inlet water

10−75 µm

Tanks for very fine mud (<10 µm)

1 m

Two tanks for fine mud

Segregation tank

GL 0 m

0 m1 m2 m3 m4 m5 m6 m7 m8 m9 m

10 m 11 m 12 m 13 m 14 m 15 m 16 m 17 m 18 m 19 m

FIGURE 13.15
Elements of prototype system used for treatment of contaminated sediments.