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Advances in Civil Engineering
/
2020
/
Article
/
Tab 1
/
Research Article
Test and Analysis of Sludge Dewatering with a Vacuum Negative Pressure Load at the Bottom of Full Section
Table 1
Parameters of the permeable geotextile.
Aperture (mm)
Thickness (mm)
Surface density (g/m
2
)
Permeability coefficient
(cm/s)
0.071
5.21
613
0.312