Research Article

Combined Application of Coagulation/Flocculation/Sedimentation and Membrane Separation for the Treatment of Laundry Wastewater

Table 9

Physicochemical parameters analyzed for the raw wastewater (batch 3), treated by C/F/S and microfiltration (MF), and removal efficiencies (%).

ParameterRaw wastewaterC/F/S step (supernatant)MF step (permeate)Total removal C/F/S-MF (%)
ValueValueRemoval (%)ValueRemoval (%)

TOC (mg C L−1)86.0 ± 0.143.3 ± 0.349.737.6 ± 3.113.256.3
Color (mgPt-Co L−1)425 ± 071 ± 183.37 ± 1.490.198.4
COD (mg O2 L−1)245 ± 883 ± 366.177 ± 07.268.6
Total nitrogen (mg TN L−1)4.8 ± 03.9 ± 018.83.5 ± 0.110.327.1
pH10.9 ± 0.16.8 ± 0.1ND6.3 ± 0.2NDND
TDS (mg L−1)473 ± 4435 ± 38.0210 ± 451.755.6
TS (mg L−1)532 ± 7500 ± 96.0NDNDND
Surfactants (mg L−1 MBAS)15.9 ± 05.1 ± 067.94.5 ± 011.871.7
Turbidity (NTU)64 ± 15.6 ± 0.191.30.6 ± 0.189.399.1
Toxicity factor (TF)22

ND = parameter that was not determined.