Table 10 Analysis of variance (ANOVA) for MO removal (%).
From: Sustainable removal of azo dyes from real effluents using a biomass-derived composite
Source | SS | df | MS | F-value | p-value | |
|---|---|---|---|---|---|---|
Model | 3968.6 | 9 | 440.96 | 256.04 | < 0.0001 | significant |
A-Initial concentration | 1098.16 | 1 | 1098.16 | 637.64 | < 0.0001 | |
B-Contact time | 1111.33 | 1 | 1111.33 | 645.28 | < 0.0001 | |
C- mass | 596.85 | 1 | 596.85 | 346.56 | < 0.0001 | |
AB | 211.85 | 1 | 211.85 | 123.01 | < 0.0001 | |
AC | 127.46 | 1 | 127.46 | 74.01 | < 0.0001 | |
BC | 137.12 | 1 | 137.12 | 79.62 | < 0.0001 | |
A² | 682.62 | 1 | 682.62 | 396.36 | < 0.0001 | |
B² | 8.7 | 1 | 8.7 | 5.05 | 0.0594 | |
C² | 4.55 | 1 | 4.55 | 2.64 | 0.148 | |
Residual | 12.06 | 7 | 1.72 | |||
Lack of Fit | 4.08 | 3 | 1.36 | 0.6828 | 0.6074 | not significant |
Pure Error | 7.97 | 4 | 1.99 | |||
Cor Total | 3980.66 | 16 |
