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Strathmore WWTP

Case Study 

The Strathmore WWTP was constructed to replace eight extended aeration lagoons. The plant was designed to process 4,000 m³/day (1 MGPD) Average Day Flow, 10,000 m³/day (2.6 MGPD) Peak Day Flow and the permit stipulated effluent of less than 20 mg/l BOD and TSS, less than 5/10 mg/l N-NH3 in summer/winter respectively, less than 1 mg/l Total Phosphorus and less than 200 MPN/100 ml fecal coliform. The plant features included headworks, two USBF bioreactors, alum storage and dosing and a UV disinfection system. Alum solution (49%) was dosed into the anoxic compartment of the bioreactors. Phosphorus precipitation and coagulation took place within the bioreactor internal circulation. Filtration was solely by the USBF sludge filters - the process did not include effluent post-filtration.

The plant was operated in May 2002 by ECOfluid and turned over to the Owner’s operator in mid June 2002. Seven months of the plant operation and performance in 2002 are summarized in the following summary tables. The results confirm that loaded very close to its design capacity the plant performed well within the design parameters and better.

All data are monthly averages of daily 24 hr composite samples. Daily duplicate 24 hour composite samples were sent to certified lab for analysis (Lab analysis available). Only the higher results were recorded.

INFLUENT DATA

 

Flow

BOD

BOD

TSS

TSS

TP

TP

NH3

NH3

2002

[m3/d]

[mg/l]

[kg/d]

[mg/l]

[kg/d]

[mg/l]

[kg/d]

[mg/l]

[kg/d]

June

3,818

213

813

208

794

4.1

15.7

14.4

55.0

July
3,739

179

669

189

707

4.1

15.3

14.5

54.2

August

3,431

226

775

218

748

4.7

16.1

16.0

54.9

September

3,335

229

764

221

737

5.0

16.7

19.8

66.0

October

3,237

255

825

252

816

5.2

16.8

19.9

64.4

November

3,091

266

822

304

940

5.5

17.0

20.3

62.7

December

2,969

269

799

251

745

5.6

16.6

24.5

72.7

Average
3,374
234
781
235
784
4.9
16.3
18
61
Design

4000

 

800

 

800

 

30

 

100

In terms of BOD and TSS the plant seven months average loading as 98% of the design capacity.
 

EFFLUENT DATA 

 

CBOD

BOD

TSS

TP

NH3

Total

Fecal

2002

[mg/l]

[mg/l]

[mg/l]

[mg/l]

[mg/l]

Coli

Coli

June

7

12

16

0.4

0.1

14

10

July

5

7

8

0.5

0.1

27

14

August

4

5

7

0.2

0.2

26

14

September

4

6

8

0.3

0.4

117

24

October

4

7

14

0.4

0.1

112

23

November

4

6

9

0.5

0.1

23

13

December

4

6

9

0.3

0.4

19

13

Average

5

7

10

0.4

0.2

48

16

Design

 

15

15

<1

<5/10

 

200

         •Although not recorded daily, effluent Total Nitrogen when analyzed was <10 mg/l
            •Spikes of high pH (11) were experienced by the plant in October
 

 

 

OPERATING RESULTS

 

 Bioreactor 1 

 Bioreactor 2

 

SSV

MLSS

SVI

SSV

MLSS

SVI

2002

ml/l

mg/l

ml/g

ml/l

mg/l

ml/g

June

474

5536

85

374

5236

71

July

820

5131

162

851

5419

159

August

732

4485

167

827

4572

182

September

806

4798

171

758

4620

165

October

780

3797

206

758

3766

201

November

914

5009

185

887

4749

188

December

914

4724

194

917

5065

182

After the plant turn-over to the plant operator in mid-June the operator "experimented" with operating parameters (lower DO, reduced MLSS…). The result was much higher than typical SSV and SVI in the following months.

WASTE ACTIVATED SLUDGE YIELD

 

WAS

WAS

WAS

WAS

WAS Yield
WAS Yield

2002

m3/m

m3/m

% ds

kg/d

kg WAS / kg
BOD and TSS

kg WAS / kg
BOD
             

June

1,684

56.1

0.54

303

0.19

0.37

July

2,954

95.3

0.53

505

0.37

0.75

August

2,978

96.1

0.45

432

0.28

0.56

September

3,347

111.6

0.47

524

0.35

0.69

October

3,908

126.1

0.38

479

0.29

0.58

November

1,969

65.6

0.47

308

0.18

0.38

December

2,465

79.5

0.49

390

0.25

0.49

Average

2,758

90.0

0.48

420

0.27

0.54

         Averaged over seven months and including aluminum sulphate ballast sludge Waste Activated Sludge
            (WAS) yield was 0.27 kg/kg ((lb/lb) of combined BOD and TSS or 0.54 kg/kg (lb/lb) of BOD.

ALUM CONSUMPTION
 

Alum

Alum Consumption

2002

[L/d]

L/kg TP

June

161

11.4

July

145

10.7

August

322

20.8

September

261

16.7

October

230

14.8

November

87

5.6

December

205

13.0

Average

201

13.3

Alum solution consumption was 13.3 litres per kg (1.6 gal/lb) of Total Phosphorus removed. This would indicate that approximately 60% of the Total Phosphorus reduction was by biological "luxury" uptake.

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