THE USE OF MORINGA OLEIFERA AS NATURAL COAGULANT FOR TREATMENT OF WASTE WATER FROM BAKERY AND BREWERY INDUSTRIES IN UYO, AKWA IBOM STATE

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ABSTRACT


The use of Moringa oleifera as a natural coagulant for treatment of wastewater from bakery and brewery industries was carried out using standard microbiological techniques, Phytochemical and physicochemical procedures. The mean bacterial count obtained from brewery ranged from 4.1 x 105 to 5.3 x 105cfu/ml, mean coliform count ranged from 2.2 x 104 to 3.1 x 104cfu/ml, and fungal mean count ranged from 3.9 x 104and 4.1 x 104cfu/ml while the bakery waste water had mean bacterial count of 3.9 x 105 and 4.2 x 105cfu/ml, coliform count was 3.8 x104 and 6.3 x 104cfu/ml. Statistical analysis showed that there  was significant different (P > 0.05) between the microbial count of the wastewater samples. The mean bacterial count for brewery pre-treated wastewater with charcoal ranged from 3.0 x 105 and 3.9x105cfu/ml, mean coliform count ranged from 2.0 x 105 to 2.9 x 104cfu/ml, and mean fungal count ranged from 3.8 x 104 to 3.9 x 104cfu/ml. The mean bacterial count for Bakery pre-treated wastewater with charcoal ranged from 3.7 x 105 to 4.0x105cfu/ml, mean coliform count ranged from 3.6 x 105 and 6.0 x105cfu/ml, and mean fungal count was 3.0 x105 and 3.2 x 105cfu/ml. Statistical analysis showed that there was no significant difference (P < 0.05) between the microbial count of the wastewater pretreated with charcoal. The microbial isolates obtained from brewery, bakery, charcoal filtered brewery and bakery wastewater occurrence were; Bacillus sp, Enterobacter sp, Staphylococcus aureus, Proteus sp, Aspergillus sp, and Fusarium spLactobacillus sp, Pseudomonas sp, Pencillium sp, Staphylococcus aureus 3(8.3%), Staphylococcus sp, Saccharomyces sp and Rhizopus sp. Physiochemical analyses revealed the presence of COD 0.38 ± 0.01, Temperature 22.30 ± 0.11, Turbidity 8.43 ± 0.20, DO 4.49 ± 0.01, BOD 0.29 ± 0.01, pH 4.68 ± 0.10  for bakery wastewater,  while brewery wastewater had COD 0.23 ± 0.02, Temperature 8.01 ± 0.08, Turbidity 10.13 ± 0.03, DO 2.40 ± 0.01, BOD 0.13 ± 0.03 and pH 5.83 ± 0.30 before treatment. The Phytochemical analysis revealed the presence of saponins, cardiac glycoside, flavonoids, tannins, alkaloid, terpenes and tannins. Terpenes was present in the seed while it was not detected in the flowering part. After treatment, M. oleifera ground seed inhibited bacterial load in bakery wastewater but brewery wastewater inhibited from 100mg, while the ground flower inhibited from 150mg.




TABLE OF CONTENTS

Title Page                                                                                                                    i

Declaration                                                                                                                  ii

Certification                                                                                                                iii

Dedication                                                                                                                  iv

Acknowledgements                                                                                                    v

Table of Contents                                                                                                       vi

List of Tables                                                                                                              ix

List of Figures                                                                                                             x

Abstract                                                                                                                      xi

 

 

CHAPTER 1: INTRODUCTION                                                                          1

1.1       Background of the study                                                                                1

1.2       Statement of Problem                                                                                     5

1.3       Justification of the Study                                                                               5

1.4       Objectives of the Study                                                                                  6

 

CHAPTER 2: LITERATURE REVIEW                                                              7

2.1       Water                                                                                                              7

2.1.1    Water quality                                                                                                  7

2.2       Wastewater                                                                                                     9

2.2.1    Organic industrial wastewater                                                                                    10

2.2.2    Bakery wastewater                                                                                         10

2.2.3    Bakery wastewater                                                                                         11

2.2.4    Characterization of wastewater                                                                      10

2.2.5    Industrial wastewater characteristics                                                              11

2.3       Water Treatment                                                                                             22

2.3.1    Moringa oleifera                                                                                             23

2.3.2    Moringa oleifera and water treatment                                                            26

2.3.3    Moringa oleifera antimicrobial properties                                                       28

 

CHAPTER 3: MATERIALS AND METHODS                                                   31

3.1       Study Area                                                                                                      31

3.1.1    Experimental materials                                                                                    31

3.1.2    Collection of samples                                                                                      31

3.1.3    Preparation of stock solution                                                                          31

3.1.4    Wastewater treatment                                                                                     32

3.2       Biochemical Analyses                                                                                    32

3.2.1    Determination of dissolved oxygen                                                               32

3.2.2    Determination of pH                                                                                       33

3.2.3    Turbidity measurement                                                                                   33

3.2.4    Determination of biochemical oxygen demand                                              33

3.2.5    Determination of chemical oxygen demand                                                   34

3.3       Microbiological Analyses                                                                                34

3.3.1    Antibacterial assay test                                                                                   35

3.3.2    Test of the efficacy of ground seeds of Moringa oleifera                              35

3.4       Phytochemical Analysis                                                                                  36

3.5       Statistical Analysis                                                                                          36

 

CHAPTER 4: RESULTS AND DISCUSSION                                                    37

4.1       Results                                                                                                            37

4.1.1    Characterization and identification of bacterial isolates                                 37

4.1.2    Characterization of fungal isolates                                                                 37

4.1.3    Total microbial count before treatment                                                           38

4.1.4    Microbial mean count of brewery and bakery effluent pre-treated

with charcoal                                                                                                   38

4.1.5    Microbial mean count of brewery and bakery effluent after treatment         

with grounded seeds and flower of Moringa oleifera                                                39

 

4.1.6    Microbial isolates obtained from brewery and bakery wastewater                40

4.1.7    Phytochemical screening                                                                                 40

4.1.8    Physicochemical properties of brewery and bakery wastewater before

            treatment and after treatment with charcoal                                                   40

4.1.9    Physiochemical properties of brewery and bakery wastewater before

Treatment and after treatment with charcoal                                                  41

            of ground seeds and flowers of Moringa oleifera

 

4.1.10  Physiochemical properties of charcoal filtered wastewater of bakery

with 250mg of ground seeds and flowers of moringa oleifera                      41       

4.1.11  Physiochemical properties of charcoal filtered wastewater of brewery

with 250mg of ground seeds and flowers of moringa oleifera                      41

4.2       Discussion                                                                                                       51       

CHAPTER 5: CONCLUSION AND RECOMMENDATIONS                         57

5.1       Conclusion                                                                                                      57

5.2       Recommendations                                                                                          57

References                                                                                                      58        Appendices                                                                                                     6                                                                                                                                            

 

 

 

 

LIST OF TABLES

 

4.1:      Characterization and identification of bacterial isolates                                 41

4.2:      Characterization of fungal isolates                                                                 42

4.3:      Total microbial count before treatment (cfu/ml)                                             42

4.4:      Microbial mean count of brewery and bakery pre-treated charcoal

            filtered (cfu/ml)                                                                                               43

4.5:      Mean count of brewery and bakery wastewater after treatment with

            ground seeds and flower of Moringa oleifera                                                            44

4.6:      Microbial isolates from brewery and bakery wastewater                               45

4.7:      Phytochemical screening of Moringa oleifera                                    46

4.8:      The potency of Moringa oleifera seeds and flower on brewery and

              bakery wastewater pre-treated with charcoal                                               47

4.9:      Physicochemical properties brewery and bakery wastewater before

             treatment and after treatment with charcoal                                                  48

4.10:    Physiochemical properties of charcoal filtered wastewater of bakery

            with 250mg of ground seeds and flowers of Moringa oleifera                      49

4.11:    Physiochemical properties of charcoal filtered wastewater of brewery

            with 250mg of ground seeds and flowers of Moringa oleifera                      50

 

 

 

 

 

 

LIST OF FIGURES

 

1:         Operational setup of brewery industry                                                           13

2:         Moringa oleifera seeds                                                                                    24

3:         Moringa oleifera plant                                                                        24

 

 

 

 



 

CHAPTER 1

 INTRODUCTION

 

1.1       BACKGROUND OF THE STUDY

Water is a resource that is essential for life and is required by almost every living organism. This resource is, becoming very limited in its pure state due to the many anthropogenic means of contamination. The quality of freshwater is threatened because of pollution by domestic, industrial and agricultural wastes which arise from the different industrial advancements. The amount of domestic and industrial wastewater that flows into the world’s rivers is increasing at an alarming rate (Briggs, 2003).

 

Wastewater is any water that has been adversely affected in quality by anthropogenic influence. Wastewater treatment is a process used to convert water which is no longer needed or suitable for its use into effluent that can either be returned to the water cycle with minimal environmental issues or reused (Somani et al., 2012). Water and wastewater management constitutes a practical problem for the food and beverage industry including the brewing and bakery industry. Conventional water treatment includes, but is not limited to: coagulation, flocculation, sedimentation, filtration, and disinfection. Coagulation is the process of coagulating colloidal particles due to the addition of synthetic materials to neutralize charged particles thus forming a precipitate due to the force of gravity. Coagulant can be synthetic materials such as ferrous sulfate (Fe(SO4)), aluminum sulfate or alum (Al2(SO)3), and Poly Aluminum Chloride (PAC) (Al2(OH)3Cl3)10. Coagulation and filtration are the most critical unit processes (other than disinfection) determining success or failure of the whole system and they are the bottlenecks for upgrading treatment plants. The purpose of adding coagulants to acidic drainage waters is to increase the flocculation in the water. As flocs density increases, inter particle contact increases due to Brownian motion, promoting agglomeration of colloidal particles into larger flocs for enhanced settling (Qasimet al., 2000).

 

Chemical coagulants like aluminum sulfate (alum) (Al2(SO)3), iron chloride (FeCl2) are used in developing nations to water purification may originate several by-products with long-term harmful effects. The excessive use of amount of chemical coagulants can affect human health (Aluminum has been indicated to be a causative agent in neurological diseases such as pre-senile dementia).

Therefore to overcome chemical coagulant problems it is necessary to increase the use of natural coagulants for water treatment since naturally occurring coagulants are usually presumed safe for human health.

 

Moringa oleifera (drumstick) is a cosmopolitan tropical, drought-tolerant tree, available throughout the year. It has been well documented for its various pharmacological importances, namely, its analgesic, antihypertensive and anti-inflammatory effects (Joshi et al., 2012). The powdered seed of the M. oleifera has coagulating properties that have been used for various aspects of water treatment such as turbidity, alkalinity, total dissolved solids and hardness (Arnoldsson et al., 2008).

 

Moringa oleifera works as a coagulant due to positively charged, water soluble proteins, which settle to the bottom or be removed by filtration and, it is accepted that treatments with Moringa solutions will remove 90-99.9% of the impurities in water As well as medicinal plant, Moringa oleifera also can be used as an absorbent and for coagulation. The seed have antimicrobial activity and are utilized for wastewater treatment. Also, the use of low cost sorbents has focused attention on use of biological materials, as an alternative method in the removal and recovery of pollutant from industrial effluents (Zwianet al., 2014).

 

The materials have the following advantages;

(i) Readily available.

(ii) Require little or no processing 

(iii) Possess good absorption capacity even for low-level metal concentration

 (iv) Have got selective adsorption for heavy metal ions and

(v) Can be easily regenerated

The treatment of wastewater from food industries seems to be an emerging area of concern to many laboratory scientists and microbiologists. The concern is strengthened by the fact that wastewater from food industries contain a lot of micro-organisms, because of the nutrients in the wastewater. Most of such micro-organisms are pathogenic and can cause infection when animals especially humans get in contact with such water (Somani et al., 2012).

 

Food such as bread, wine, beef, cheese, yogurt, etc constitute the integral part of aqueous biology (Adams and Moss, 2007). Wastewaters from food industries (breweries and bakeries) usually contain organic matter which promotes the development and growth of several species of micro-organisms, particularly anaerobes (Jenkins et al., 2003).

 

Anaerobic decomposition results in foul smell, thus making the wastewater offensive. Wastewater according to Sharma et al. (2009) harbour several species of microorganisms most of which are pathogenic including coliforms. The characteristics and volumes of wastewater discharged from food processing factories vary with the products and production procedures. In factories like breweries and bakeries, wastewater varies in characteristics and volume.

 

Brewing is an intensive water consuming activity, besides utilizing a wide variety of chemicals. Expectedly, large volumes of effluent is discharged into water courses of brewery bearing communities, leaving in its wake a polluted aquifer (Khuo-Omoregbe et al., 2005; Menkiti 2010). Increasing concentration of these organic/non-organic enriched BRE in the water constitute a severe health hazard to both plants and animals, thus impeding the functionality of the ecosystem. The situation is typical of the BRE receiving aquatic system in Nigeria, where much of the water resources cannot be utilized without a form of treatment, following effluent discharges with negligible consideration for environmental control (Menkiti and Onukwuli 2011a).

 

Wastewater treatment using conventional methods are normally hampered by its high cost and as such some small scale industries that cannot afford the high cost discharge their wastewater illegally without treatment. The use natural materials from plant origin in the treatment of wastewater from industries are highly advantageous as it reduces the cost when compared with the conventional method. Hegazy (2011) found that natural extract from Moringa oleifera is bio-degradable and safe to biotic environment. The seed of Moringa oleifera have antimicrobial properties with buffering capacity (Dalen et al., 2010).

 

Saroj et al. (1995) tested some species of Gram positive and Gram negative organisms on the ethanolic leaf extract of Moringa oleifera and the result showed the potency of the extract. Watanabe et al. (1995) also tested some isolate on the ethanolic and aqueous extract of Moringa oleifera leaves using various concentrations, the zones of inhibition gotten from the result showed that Moringa oleifera has antimicrobial property. There are, however, no reports of the use of Moringa flower and seed for treating waste from food industry and therefore this preliminary work is aimed at investigating the potential of Moringa oleifera seed and flower in treating the waste water as part of our study of low cost water treatments.

 

1.2       PROBLEM STATEMENT

Untreated wastewater from food industries like breweries and bakeries contain suspended and/or dissolved organic and inorganic matter with various biological forms such as algae, bacteria, viruses, fungi etc. Most of the suspended material in wastewater is in microscopic to submicroscopic size range. Some particles smaller than approximately 10n-5mm commonly referred to as colloids are also present in wastewater from food factories. Colloidal materials include mineral substances, small aggregates of precipitated and flocculated matter, silt, bacteria, plankton, viruses, biopolymer and macromolecules (Brathy, 2006). These particles from the constituents of sludge in wastewater, the primary concern is that apart from the foul and unpleasant smell it leaves in the environment, some farmers use the wastewater to water their garden in dry season. Those living close to where the wastewater is stored also use it for other purposes. The presence of pathogenic organisms in the wastewater can be a threat to life depending on what it is used for.

 

There is need for wastewater to be treated for reuse. A significant economic factor is that the cost of imported chemicals for wastewater treatment is high: therefore it is desirable that other cost effective and more environmentally acceptable alternative coagulant be developed. The question being raised is: could Moringa seed and flower extract be used as a natural coagulate for bio-treatment of wastewater from selected food industries in Akwa Ibom State be investigated.

 

1.3       JUSTIFICATION OF THE STUDY

Most of the conventional physical and chemical methods of wastewater treatment have been widely used for centuries. Recently, there is an increasing trend to evaluate some indigenous cheaper materials for wastewater treatment because conventional wastewater treatment has many disadvantages such as high cost and energy requirements. Biological materials like Moringa oleifera have been recognized as cheap substitute for wastewater treatment and are environmentally safe, many studies have been carried out on Moringa oleifera efficacy as a primary coagulant focusing on treatment of domestic wastewater which has low turbidity. No study been conducted on the potential of Moringa oleifera extracts on biological treatment of wastewater from selected food industries (Brewery and Bakery) in Akwa Ibom State. Therefore a research gap is created and need to be filled.

 

1.4       OBJECTIVES OF THE STUDY

To study the use of Moringa oleifera as a natural coagulant for brewery and bakery

Waste water treatment by physico-chemical methods

Specific objective

·         Determination of the qualitative phytochemical screening of seed and flower of Moringa oleifera

·         To investigate the efficacy of Moringa oleifera in the removal of turbidity of bakery and brewery effluents

·         To establish the best dose of Moringa oleifera seeds powder that best removes different parameters from water and wastewater

·         To establish the antimicrobial properties of Moringa oleifera seeds powder


 

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