Table 1 Major operating parameters of WWTPs in this study. Asterisk indicates significant differences between KRWT and VNWT.

From: The capacity of wastewater treatment plants drives bacterial community structure and its assembly

WWTPs

KR1

KR2

KR3

KR4

VN1

VN2

VN3

VN4

p-value

Wastewater source

Domestic

Domestic

Domestic

Domestic

Domestic

Domestic

Domestic

Industry

—

Treatment process

MLE/A2O

MLE

MLE/A2O

MLE

MLE

MLE

A2O

SBR

—

avgSRT (days)

10

9

10

9

16

16

16

18

0.0247*

avgHRT (hours)

10

7

7

6

9

9

8

6

0.6704

avgFlow rate (m3/day)

850,000

1,500,000

1,700,000

900,000

1,000

1,300

1,000

18,000

0.0294*

avgMLSS (mg/L)

2,700

2,800

2,500

2,800

3,200

2,700

2,800

3,000

0.1379

pH

6.9

6.9

7.0

6.9

7.1

6.9

6.8

7.0

0.8770

CODrem (%)

95.6

92.9

94.8

92.1

93.9

92.7

92.5

92.4

0.3123

BODrem (%)

92.6

91.7

94.3

92.9

92.5

93.4

91.8

93.6

0.9439

TNrem (%)

91.8

96.8

90.4

93.9

97.7

92.7

95.5

96.3

0.2312

TPrem (%)

97.1

97.8

96.5

92.3

99.8

99.0

92.9

97.9

0.4851

  1. MLE, Modified Ludzack-Ettinger; SBR, Sequencing Batch Reactor; A2O, Anaerobic/Anoxic/Oxic process.