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Preface
Table of Contents
Foundation
Hybrid Lagoon System
Case Study
Applications Proposals

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18. Evaluation of Hybrid Lagoon Performance
(2): Sewage Treatment Failities.BCJ-1850/2355. 1993-1996.

Hybrid lagoon automatic control facilities have been evaluated by The Building Center of Japan Foundation and received an individual ranking from the Minister of Construction.

Hybrid lagoon automatic control facilities operated as a combined human waste cleaning basin performed according to design, preventing eutrophication by maintaining the discharged water quality at under 5 mg/liter BOD, 3 mg/liter T-N and 2 mg/liter T-P, and demonstrated the technical feasibility of application as a high-performance cleaning basin. The electrical power charge for operating this facility was approximately (JPY) per month.

Table 1 Sewage treatment plant BCJ-2355 1995/8-1996/9 n=12 1m3/0.225kWh

Item

flow-in

flow-out

remove

Unit

Max

Mini

Ave

STD

Max

Mini

Ave

STD

Ave/Ave

BOD 5 mg/l

830

71.0

225.5

219.3

7.9

0.5

2.7

2.1

98.8%

COD Mn mg/l










Total-N mg/l

156

13.0

44.9

36.6

4.3

1.1

2.4

2.1

94.8%

Total-P mg/l

44

3.1

8.4

11.3

3.2

0.9

2.2

0.8

73.8%

SS mg/l

2800

72

369

768

6.4

1.8

3.4

1.8

99.1%

Temp Ž

25.1

9.8

18.5


29.5

15.6

24.1



MLSS mg/l





6100

2000

4008

1226


Table 2 Sewage treatment plant BCJ-1850 1991/8-1993/6 n=12

Item

flow-in

flow-out

remove

Unit

Max

Mini

Ave

STD

Max

Mini

Ave

STD

Ave/Ave

BOD 5 mg/l

260.0

85.0

190.8

56.8

2.9

0.7

1.6

0.7

99.1%

COD Mn mg/l

96.0

49.0

77.3

15.9

9.2

5.4

7.4

1.0

90.5%

Total-N mg/l

50.5

25.0

37.0

7.4

3.8

1.8

2.9

0.8

92.1%

Total-P mg/l

8.6

4.6

5.9

1.4

2.23

0.43

1.25

0.51

78.8%

SS mg/l

222.0

40.0

136.6

52.8

9.9

0.1

1.5

2.7

90.8%

Temp Ž

31.8

6.3

18.5


26.6

13.5

20.0



MLSS mg/l





5160

2600

3578

869



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