Biosolids Engineering

3.6: Problems

3.6 Problems

3.1 The Siaya City Water Reclamation Plant is currently treating 6.0 million gal/day of domestic wastewater using a slow-rate trickling-filter system. The six secondary sedimentation tanks employed at the facility each operates with an average overflow rate of 800 gal/ft 2 day. Given the following laboratory batch flux data, estimate (A) underflow velocity ( U b), (B) limiting solids flux (SF L), (C) maximum underflow solids concentration ( X u), and (D) minimum solids settling area. Assume that the mixed-liquor suspended solids (MLSS) concentration in the trickling-filter effluent has an average concen-

MLSS (mg/liter)

Flow (ft/h)

600

21.2

1,200

21.0

1,800

19.0

2,500

18.0

3,200

17.0

4,600

12.0

5,800

9.0

6,900

6.0

8,100

4.0

10,000

3.0

13,000

1.7

21,000

0.8

32,000

0.4

45,000

0.2

59,000

0.1

68,000

0.05

tration of 3100 mg/liter and that the secondary clarification tank recycle ratio ( Q r/ Q ) is 0.8.

3.2 The Bambari Sewer Improvement District has employed a gravity thickener to increase the solids content of its secondary sludge from 1.4 to 5.0 per-

Solids concentration (mg/liter)

Initial settling velocity (ft/h)

1,800

12.0

2,400

11.2

3,900

9.1

5,600

7.2

7,100

4.9

9,000

3.4

11,200

2.0

14,500

1.3

22,000

0.7

31,000

0.4

44,000

0.2

58,000

0.1

69,000

0.05

cent solids before pumping the sludge to an aerobic digestion tank. Given the following batch solids flux data, estimate the limiting solids flux, the bulk discharge velocity of the sludge U B ,

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