“non conventional anaerobic sludge digestion using a … · • mexico city water utility, wwtp...

14
Fco. A. Cabeza de Vaca, J. Martínez, O. Huerta, R. Briones, y A. Noyola [email protected] ; [email protected] UNIVERSIDAD NACIONAL AUTÓNOMA DE MÉXICO INSTITUTO DE INGENIERÍA “NON CONVENTIONAL ANAEROBIC SLUDGE DIGESTION USING A MODIFIED UPFLOW SLUDGE BLANKET REACTOR ”.

Upload: others

Post on 21-May-2020

3 views

Category:

Documents


0 download

TRANSCRIPT

Page 1: “NON CONVENTIONAL ANAEROBIC SLUDGE DIGESTION USING A … · • Mexico City Water Utility, WWTP Cerro de la Estrella • Mexican Council of Science and Technology (CONACyT) •

Fco. A. Cabeza de Vaca, J. Martínez, O. Huerta, R. Briones, y A. [email protected]; [email protected]

UNIVERSIDAD NACIONAL AUTÓNOMA DE MÉXICO

INSTITUTO DE INGENIERÍA

“NON CONVENTIONAL ANAEROBIC SLUDGE DIGESTION USING A MODIFIED UPFLOW SLUDGE

BLANKET REACTOR ”.

Page 2: “NON CONVENTIONAL ANAEROBIC SLUDGE DIGESTION USING A … · • Mexico City Water Utility, WWTP Cerro de la Estrella • Mexican Council of Science and Technology (CONACyT) •

INTRODUCTION

• 255 m3/s Wastewater are produced in México

• 72 m3/s are treated

• 1593 municipal-WWTP´s are in operation.

• 23% are based in activated sludge process, treating up to 42% of the treated

sewage

• The activated sludge process produces waste sludge

• This residue is directly discharged back to the sewage system, disposed of on soils or placed in dumps and landfill sites

Page 3: “NON CONVENTIONAL ANAEROBIC SLUDGE DIGESTION USING A … · • Mexico City Water Utility, WWTP Cerro de la Estrella • Mexican Council of Science and Technology (CONACyT) •

The purpose of this paper is to assess the technical suitability of a non-conventional anaerobic sludge digester that would have lower capital costs and a simpler operation.

Also, to characterize the formation of a scum layer that was constantly present during operation.

OBJECTIVES

Page 4: “NON CONVENTIONAL ANAEROBIC SLUDGE DIGESTION USING A … · • Mexico City Water Utility, WWTP Cerro de la Estrella • Mexican Council of Science and Technology (CONACyT) •

METHODOLOGY

Schematic diagram of the pilot plant arrangement

Work Conditions

Loading rate (Bv) 2.5 kgVSS/m3d

Temp. 30°C

Flow 8 m3/d (primary and secondary sludge ratio 1:3)

HRT 2.25 d

Page 5: “NON CONVENTIONAL ANAEROBIC SLUDGE DIGESTION USING A … · • Mexico City Water Utility, WWTP Cerro de la Estrella • Mexican Council of Science and Technology (CONACyT) •

RESULTS

0

2

4

6

8

10

12

0 100 200 300 400 500 600Time (days)

Load

ing

(kgV

SS/m

3d) .

d)..

Feeding load to the non conventional digester: average 2.41 kgVSS/m3*d

Page 6: “NON CONVENTIONAL ANAEROBIC SLUDGE DIGESTION USING A … · • Mexico City Water Utility, WWTP Cerro de la Estrella • Mexican Council of Science and Technology (CONACyT) •

RESULTS

0.5513.6416.9430.58Sludge bed0.651.472.754.22Effluent0.663.637.1310.75Feeding

FSSVSSTSS

Volatile fraction %

Average total suspended solidsg/LSample

Solids behavior in digester

Diluted sludge

High TSS wash-out due to thick scum build-uppH 6.95; Partial to total ratio 0.53

The digester produced a thick stabilized sludge

Page 7: “NON CONVENTIONAL ANAEROBIC SLUDGE DIGESTION USING A … · • Mexico City Water Utility, WWTP Cerro de la Estrella • Mexican Council of Science and Technology (CONACyT) •

RESULTS

995445

57 1.45 X 104

Count in sludge bed

<35Helminths eggs• viable Eggs /gTS• no viable Eggs /gTS

<300Salmonella (MPN/gTS)<2 X 106Feacal coliforms (MPN/gTS)

Pathogen requirements for all C class (NOM-004-SEMARNAT-2002)

Microorganism

Pathogens and parasites in sludge bed of non conventional digester (average of three samples)

Parasites above limits

Pathogens within limits of NOM-004-SEMARNAT-2002 for class C biosolids

Page 8: “NON CONVENTIONAL ANAEROBIC SLUDGE DIGESTION USING A … · • Mexico City Water Utility, WWTP Cerro de la Estrella • Mexican Council of Science and Technology (CONACyT) •

RESULTS

Scum Thickness

05

1015

2025

30

460 470 480 490 500 510 520 530

Time (days )

(cm

)

Scum thickness on top of digester

Covered phase

Uncovered phase

Page 9: “NON CONVENTIONAL ANAEROBIC SLUDGE DIGESTION USING A … · • Mexico City Water Utility, WWTP Cerro de la Estrella • Mexican Council of Science and Technology (CONACyT) •

RESULTS

a)

b)

Scum formed on the digester surface: a) uncovered stage, b) covered stage

Page 10: “NON CONVENTIONAL ANAEROBIC SLUDGE DIGESTION USING A … · • Mexico City Water Utility, WWTP Cerro de la Estrella • Mexican Council of Science and Technology (CONACyT) •

RESULTS

0.6743.721.865.5Covered phase

0.6139.024.663.6Uncovered phase

VSSFSSTSS

Volatilefraction %

Total suspended solids g/LSample

Suspended solids behavior of the scum at the top of digester

Thick material, not yet stabilized

Page 11: “NON CONVENTIONAL ANAEROBIC SLUDGE DIGESTION USING A … · • Mexico City Water Utility, WWTP Cerro de la Estrella • Mexican Council of Science and Technology (CONACyT) •

RESULTS

267 mg EPS / g VSS145 mg EPS / g VSSExtracellular Polymeric Substances

80 mg N / g VSS78 mg N / g VSSTotal Kjeldahl nitrogen

12 mg N / g VSS6 mg N / g VSSAmmonia nitrogen

68 mg N / g VSS72 mg N / g VSSOrganic nitrogen

48 mg FOG / g TSS71 mg FOG / g TSSFat, oil & grease (FOG)

Covered phaseUncovered phase

AverageParameter

Parameters measured in the scum

Page 12: “NON CONVENTIONAL ANAEROBIC SLUDGE DIGESTION USING A … · • Mexico City Water Utility, WWTP Cerro de la Estrella • Mexican Council of Science and Technology (CONACyT) •

CONCLUSIONS

The UASB-type non conventional digester achieved good stabilization of the sludge bed (55% volatile fraction) and a fair thickening function, attaining a sludge bed concentration of 30g/L.

Feacal coliforms and salmonella counts were reduced to meet Class C biosolids of the Mexican Standard NOM-004-SEMARNAT-2002. However, operating conditions related with temperature and sludge retention time were not adequate for helminth eggs reduction requirements.

Page 13: “NON CONVENTIONAL ANAEROBIC SLUDGE DIGESTION USING A … · • Mexico City Water Utility, WWTP Cerro de la Estrella • Mexican Council of Science and Technology (CONACyT) •

A major drawback of the tested non conventional design was the build up of a thick scum layer on top of the digester, with suspended solids concentration higher than 60 g/l and 60% of volatile fraction.

Fat, oil and grease, as well as proteins and exo-polimeric substances were major constituents of the scum. These compounds may be the binding element for scum stability and resistance to mechanical stress.

CONCLUSIONS

Page 14: “NON CONVENTIONAL ANAEROBIC SLUDGE DIGESTION USING A … · • Mexico City Water Utility, WWTP Cerro de la Estrella • Mexican Council of Science and Technology (CONACyT) •

ACKNOWLEDGEMENTS

• Mexico City Water Utility, WWTP Cerro de la Estrella

• Mexican Council of Science and Technology (CONACyT)

• General Direction of Academic Affaires (DGAPA) of the NationalAutonomous University of Mexico (UNAM) grant DGAPA IN-119303