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Table 3 Physico-chemical parameters and Δviable and Δdead responses (expressed in log10 cfu-eq) after PMA pretreatment of 5 manures and 4 lagoon effluents

From: Experimental design for the optimization of propidium monoazide treatment to quantify viable and non-viable bacteria in piggery effluents

Matrix

Sample

Δviable mean ± SDb

Δdead a mean ± SD

pH

Turbidity (NTU)

VS (g.kg−1)

TSS (g.kg−1)

manure

M1

0.15 ± 0.2C

2.97 ± 0.3A

7.6

2612

6.3

3.8

 

M2

0.83 ± 0.1A

3.25 ± 0.0A

8.2

2660

7.6

5.9

 

M3

0.49 ± 0.2ABC

2.51 ± 0.3B

7.3

4624

22.8

14.8

 

M4

0.29 ± 0.3BC

2.40 ± 0.2B

7.5

3323

19.8

12.9

 

M5

0.21 ± 0.1C

2.93 ± 0.2A

7.6

3580

12.4

10.5

 

Mean

0.39 ± 0.3

2.81 ± 0.4

7.7 ± 0.3

3360 ± 821

13.8 ± 7.3

9.6 ± 4.7

Lagoon

L6

0.12 ± 0.1C

3.35 ± 0.0A

8.5

102

1.6

0.9

 

L7

0.36 ± 0.1BC

3.35 ± 0.0A

8.4

120

1.2

0.55

 

L8

0.46 ± 0.1BC

3.35 ± 0.0A

8.4

461

1.8

1.1

 

L9

0.69 ± 0.1ABC

3.12 ± 0.3A

8.4

772

1.3

1.0

 

Mean

0.41 ± 0.2

3.29 ± 0.2

8.4 ± 0.0

364 ± 318

1.5 ± 0.3

0.9 ± 0.2

  1. The values followed by different capital letters are statistically different according to a Student-Newman-Keuls test
  2. aThe concentrations of the inoculated cells were 7.4 log10 cfu mL−1 in the manure and 7.5 log10 cfu mL−1 in the lagoon, resulting in a maximum theoretical Δdead value of 3.2 and 3.5, respectively
  3. bmean of triplicates ± standard deviation