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MARISSALAGOYPARENA

SUBMITTEDTOTHEFACULTYOFTHECOLLEGEOF ENGINEERINGANDAGRO-INDUSTRIALTECHNOLOGY

UNIVERSITYOFTHEPHILIPPINESLOSBAÑOS INPARTIALFULFILLMENTOFTHE

REQUIREMENTSFOR THEDEGREEOF

BACHELOROFSCIENCEINAGRICULTURALENGINEERING (MAJOR IN AGROMETEOROLOGY AND FARM STRUCTURES ENGINEERING)

MARCH2010

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v

TABLE OF CONTENTS

LIST OF TABLES vi

LIST OF FIGURES vii

LIST OF APPENDIX FIGURES AND TABLES viii

ABSTRACT ix

INTRODUCTION 1

REVIEW OF LITERATURE

Biogas 3

Kitchen waste 4

Anaerobic digestion 6

METHODOLOGY 11

RESULTS AND DISCUSSION

Effects of different treatments on salinity 18

Effects of different treatments on biogas production 19

Changes in daily pH 20

Total solids of feedstock after 30 days of anaerobic digestion 23

First-order Kinetic model 24

SUMMARY AND CONCLUSION 31

RECOMMENDATION 32

REFERENCES 33

APPENDIX 35

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vi

LIST OF TABLES

TABLE TITLE PAGE

1 Eight treatments prepared during the experiment 14

2 Mean salinity of eight treatments 18

3 Total biogas production of the eight treatments 19 4 Total solids of the eight treatments after 30 days of anaerobic digestion 24

5 First-order Kinetic values 27

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vii

LIST OF FIGURES

FIGURE TITLE PAGE

1 Steps in breaking down organic matter to produce biogas 7

2 Schematic diagram of the anaerobic digester 12

3 Measurement of biogas volume using water displacement method 12

4 Sample of food wastes collected from CEAT-AA Canteen 13

5 Sample homogenized kitchen waste (1:1) 13

6 Cattle manure used as starter 16

7 Layout of the experiment 16

8 Hach Sension5 EC meter used 17

9 Hach pocket pH meter used 17

10 Changes in pH during anaerobic digestion of food waste (mixed) 21

11 Changes in pH during anaerobic digestion of food waste (unmixed) 22

12 Cumulative biogas production of the mixed treatments 25

13 Cumulative biogas production of the 1:2 mixed treatment 25

14 Cumulative biogas production of the unmixed treatments 26

15 Cumulative biogas production of the 1:0.5 unmixed treatment 26

16 Analysis of cumulative biogas production of 1:0.5 mixed treatment using First-order Kinetic Model 28

17 Analysis of cumulative biogas production of 1:1 mixed treatment using First-order Kinetic Model 29

18 Analysis of cumulative biogas production of 1:3 mixed treatment using First-order Kinetic Model 30

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viii

LIST OF APPENDIX FIGURES AND TABLES

FIGURE TITLE PAGE

A.1 The sludge after 30 days 36

A.2 Sludge with scum formation 36

TABLE TITLE PAGE

A.1 Physico-chemical characteristics of anaerobic digestion (mixed) 37 A.2 Physico-chemical characteristics of anaerobic digestion (unmixed) 38 A.3 Data of biogas and its corresponding ambient temperature 39 A.4 Total solids of digested food waste after 30 days w/o mixing 40 A.5 Total solids of digested food waste after 30 days w/ mixing 40

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ix ABSTRACT

PARENA, MARISSA L., College of Engineering and Agro-Industrial Technology, University of the Philippines Los Baňos, March 2010. “EFFECT OF DIFFERENT FEEDSTOCK CONCENTRATIONS AND MIXING ON ANAEROBIC DIGESTION OF FOOD WASTE.”

Adviser: Dr. Ronaldo B. Saludes

Biogas production of food waste at different feedstock concentrations was determined using laboratory-scale batch anaerobic digesters. A total of eight (8) treatments were used in the study. The treatments were divided into two groups, one is mixed once a day for one minute and the other is unmixed. Each group has four different feedstock concentrations of 1:0.5, 1:1, 1:2, and 1:3 (ratio of fresh weight of feedstock to weight of water). Biogas production, salinity and pH were evaluated to compare the treatments. Biogas volume was measured using water displacement method. Salinity and pH were measured using EC and pH meter, respectively. Food wastes were allowed to digest anaerobically for 30 days. Result showed that feedstock concentration of 1:1 (mixed) produced the highest biogas yield. Unmixed treatments produced negligible volume of biogas. Mixing of feedstock during digestion prevents clumping of starches which slows down hydrolysis as well as the whole digestion process. Results proved that mixing is essential for anaerobic digestion of food waste.

Parameters measured such as salinity and total solids of feedstock at the end of the experiment showed that the digested food waste is not yet fit to be disposed and thus require further treatment.

Referensi

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