Dairy Wastewater Treatment in Moving Bed Biofilm Reactor using Sardine’s Scales as Biomass Support

DOI : 10.17577/IJERTV3IS110126

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  • Authors : Amal Aitcheikh, Nadia Boutaleb, Bouchaib Bahlaouan, A. El Jaafari, Taha Taiek, Mohamed Bennani, Said Lazar, Said El Antri
  • Paper ID : IJERTV3IS110126
  • Volume & Issue : Volume 03, Issue 11 (November 2014)
  • Published (First Online): 24-11-2014
  • ISSN (Online) : 2278-0181
  • Publisher Name : IJERT
  • License: Creative Commons License This work is licensed under a Creative Commons Attribution 4.0 International License

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Dairy Wastewater Treatment in Moving Bed Biofilm Reactor using Sardine’s Scales as Biomass Support

A. Aitcheikp, N. Boutaleb1,2*, B. Bahlaouan1,3, A. El Jaafari1,T. Taiek1, M. Bennani4, S. Lazar1,S. El Antri1 1Laboratory of Biochemistry Environment and Food,

URAC 36, FSTM, University Hassan II Casablanca, Morocco.

2ENSAM Casablanca, Morocco. 3ISPITS de Casablanca, Morocco. 4Institut Pasteur Casablanca, Morocco

Abstract-This study consists on the application of moving bed biofilm reactor system (MBBR) using Aspergillus Niger fungi and fish sardines scales, to reduce the quantity of organic biodegradable matters. The Tests are made on synthetic wastewater, prepared from complete milk UHT miming dairy effluent. Chemical oxygen demand (COD) and other physicochemical parameters are following-up in time. And sardines scales ratio is optimizing for ecological and economic reasons. In the term of this work we demonstrated the effect of sardines scale in biological aerobic treatment.

Keywords- Dairy wastewater, biologic epuration,Aspergillusniger, sardines scales.

  1. INTRODUCTION

    The management of wastewater coming from manufacturing processes is a central point for the dairy industries. The effluents, rejected by the company before treatment, have a high pH as well as a high biochemical oxygen demand (BOD), because of the detergents and milk [1].

    The treatment of dairy wastewaterby biological purification process has many advantages in terms of capitalinvestment, operating costs and efficiency compared to other process[1-2]. Therefore, the use of a specific microbial biomass comes to be the most economic and efficient solution to reduce excess sludge [2]. A viable alternative is bio-augmentation strategies, such as the addition of external microorganisms with high capacity for the specific degradation of a target substrate [2].

    Preliminary work had shown the positive effect of the presence of scales in the moving bed bioreactors, as a support of colonization and biofilm formation [3]. This study aims to confirm this effect by using the scales of sardines and seek the optimal volume mass ratio to introduce for a better result.

    1. Biological model

      During manipulation, Aspergillus niger fungi (11G323A) areused.Choice is justified by its resistance to the organic pollutants such as detergents [4], and theyare widely used in the treatment of effluents of the agri-food industries [5-6].

      The manipulation of fungi was performed through the preparation of a culture Luria Bertaniliquid(LBL), followed by incubation for 72hoursat 27 °C. The cells were then recovered by centrifugation (4800 g, 20 min), washed three times with the artificial effluent contained in the bioreactor, diluted in a small volume of the effluent, and finally added back to the bioreactor.

    2. Biomaterial

      Fish scales (industrial waste) of Sardinapilchardus species is used in this study as biomaterial of biofilm formation in laboratory pilot of moving bed biofilm reactorMBBR.Sardines scales were washed several times with hot water, dried overnight at 60 °C and stocked at ambient temperature[7].

    3. Effluent

      In order to present the waste water generated by the dairy industries, a model effluent has been prepared with similar physicochemical properties from UHT milk diluted 50 times with distilled water[1].

      The use of diluted synthetic effluent justified on the on hand by the difficulties of sampling and transport of samples, and on the other hand, by the experimental need to work with effluent composition stable controllable.

    4. Bioreactor

      The bioreactor used consists ofa simple glass tank based on the principle of a moving bed biofilm reactor (MBBR), its total volume was about 50 liter, equipped with an air pump to inject filtered air continually, and hydraulic pump to ensure the homogenization and agitation of the effluent with.

      chematic representation of a bi

      Fig. 1.

      Air pump

      12

      10

      8

      oreactor

      pH

      Hydraulic 6

      pump

      witness 1g/l 2g/l 3g/l 4g/l 5g/l

      Aerated basin (bioreactor)

      S

      4

    5. Analytical methods

      Temperature and conductivity were determined directly by sampling using conductivity meter (HANNA instruments, EC215); pH was measured using a pH meter (Fisher Scientific, Basic AB15); Phosphorus was determined by colorimetric method with complex phosphomolybdic [8, 9];Suspended matter (SM) was determined by filtering a volume of waste water on cellulosic filter (0.45 m) [1]; COD was determined by oxidation in acid medium by excess potassium dichromate in the presence of silver sulfate as a catalyst and mercury sulfate [10]; total nitrogen (NTK) was determinedaccording to Kjeldahl method [11].

  2. RESULTS AND INTERPRETATION Table 1show the evolution of the pollution parameters in the effluent, with and without presence of sardines scales.

      1. Evolution of pH

        Figure 2 shows the evolution of pH for the different quantities of biomaterial used.

        We note that the pH decrease through time to achieve a value 5, this acidity differs depend the quantity of used scales.

        2

        0

        0 h 12 h 24 h 36 h

        Time

        Fig. 2.Evolution of pH

        Aspergillus niger producing acids such as citric acid and glucuronic acid degrading sugars present in the environment, these acids are responsible for the acidification of the medium. Three phases explain the three variations of the pH, an exponential growth phase (phase I) in which a rapid increase in the mass of fungi occurred. The consumption of organic compounds during this phase was very important, however the pH decreased slightly.

        The phase of disruption of the growth (phase II) defined a decrease in the rates of growth of the mycelium and consumption of organic compounds, this would be due the disruption of the primary metabolism of Aspergillus nigerresulting from the depletion of the medium in phosphorus and nitrogen [12].

        The reduction of nucleic acid synthesis stimulates the accumulation of citrate and the pH dropped so sharply indicating the accumulation of citric acid. The pH return to neutrality due to catabolizing the citric acid by Aspergillus nigerwhich mark the stationary phase (phase III). [13].

        Table 1.Evolution of the pollution parameters in the effluent.

        Sardine'sscales

        (g/l) (test name)

        Time (hours)

        T (°C)

        pH

        COD (mg/l)

        TNK (mg/l)

        Phosphorus

        (mg/l)

        SuspendedMatter

        (SM)(mg/l)

        0g/l (Witness)

        0

        17

        7.6

        4128

        1401

        68.75

        0.88

        12

        22

        6.3

        2654

        630.45

        52.83

        0.54

        24

        22

        5.7

        2476.8

        490.35

        48.12

        0.69

        36

        22

        5.6

        1494

        280.2

        42.5

        0.51

        48

        21

        6.8

        148608

        210

        33.8

        0.23

        1g/l (Test N°1)

        0

        18

        7.7

        4128

        1471.07

        <>70.55

        0.99

        12

        24

        6.2

        2592

        770.55

        43.38

        0.55

        24

        23

        5.7

        2400

        700.5

        39.12

        0.71

        36

        23

        6.6

        2016

        210.15

        39.1

        0.34

        48

        20

        6.8

        1632

        140.1

        25.2

        0.32

        2g/l (Test N°2)

        0

        18

        7.2

        4128

        1471.07

        67.6

        0.82

        12

        23

        6.5

        2592

        770.55

        24.11

        0.35

        24

        22

        5.6

        1728

        560.4

        33.5

        0.9

        36

        22

        6.7

        96

        280.2

        12.33

        0.52

        48

        22

        7.2

        48

        70.05

        8.67

        0.44

        3g/l (Test N°3)

        0

        17

        7.1

        4128

        1401

        72.84

        0.95

        12

        21

        6.7

        3360

        840.6

        43.38

        0.63

        24

        22

        6.3

        2880

        700.5

        35.35

        0.47

        36

        22

        6.2

        1282

        350.25

        36.6

        0.41

        48

        23

        7.2

        672

        210.15

        27.17

        0.33

        4g/l (Test N°4)

        0

        18

        7.2

        4128

        1471.05

        67.77

        0.78

        12

        19

        6.8

        2993

        980.7

        32.57

        0.36

        24

        19

        6.6

        1754

        700.5

        48.2

        0.62

        36

        20

        6.9

        310

        420.3

        16.53

        0.85

        48

        19

        7.4

        248

        140.1

        11.78

        0.6

        5g/l (Test N°5)

        0

        17

        7.1

        4128

        1401

        73.01

        0.92

        12

        21

        6.6

        2496

        700.5

        40.27

        0.6

        24

        22

        5.8

        2304

        490.35

        27.99

        0.38

        36

        23

        6.4

        1236.3

        420

        32.5

        0.39

        48

        22

        7.1

        768

        350.5

        32.08

        0.39

      2. Evolution of the suspendedmatter (SM)

        Figure 3 shows the evolution of the quantity of suspended matter.

        D. Evolution of COD

        Figure 5 shows the evolution of COD for the different tests in this study.

        We note for all tests, suspended matter decreases through time, but increase between 24 and 36 hours, at the end experience the SM decrease with a percentage of 45%.

        1,4 witness

        1g/l

        5000

        4000

        COD (mg/l)

        3000

        witness 1g/l 2g/l 3g/l 4g/l 5g/l

        1,2

        1,0

        2g/l 3g/l 4g/l 5g/l

        2000

        SM (mg/l)

        0,8

        1000

        0,6

        0,4

        0,2

        0,0

        0 h 12 h 24 h 36 h

        Time

        0

        0 h 12 h 24 h 36 h

        Time

        Fig. 5.Evolution of COD

        The biodegradation of organic matter increases

        Fig. 3.Evolution of suspended matter

        In the biological treatment, suspended matter should decrease over time. Here, the increase of SM can be explained by the fact that fungi used during this experience adhere to the wall of the bioreactor, form a biofilm which, after grubbing, causes an increase of the material in suspension [1].

      3. Evolution of phosphorus

    Figure 4 represent the evolution of phosphorus removal.Phosphorus decreases in the first twelve hours, increase in 24 h, and then decreases to achieve a value of 80% (2 to 4 g/l).

    through time varies depending on the amount of scales; the maximum reduction of COD noted was 99% (using 2 g/l of scales). The COD increases due to the use of the organic compounds by Aspergillus niger, this biodegradation and most important for quantities ranging between 2 and 4 g/l.

    E. The evolution of NKT

    Figure 6 represents the evolution of total nitrogen over time.We note that elimination of nitrogen was important in almost all the quantities used. The maximum value obtained was 80.95% for test using 2g/l of scales.

    1600

    80

    witness 1g/l 2g/l

    60 3g/l

    P (mg/l)

    4g/l 5g/l

    40

    1400

    1200

    TNK (mg/l)

    1000

    800

    600

    400

    witness

    1g/l 2g/l 3g/l 4g/l 5g/l

    20

    0

    0 h 12 h 24 h 36 h

    Time

    Fig. 4.Evolution of phosphorus

    200

    0

    0 h 12 h 24 h 36 h

    Time

    Fig. 6. Evolution of total nitrogen

    In general the nitrogen undergoes various

    Microorganisms use orthophosphates, in their bioavailable form to build their genetic material, their membrane and for having energy [14] thatexplains decrease of phosphorus. During the biological treatment, bound phosphorus is transformed to a soluble format (orthophosphates) by the mineralization process [15], under the effect of citric acids produced by A. niger [16] which explain the increase in orthophosphates.

    transformations during biological treatment (passage of the ammoniac form to the acid form then nitric and back to gaseous form): the decrease observed in the fig. 6 above is due to the incorporation of nitrogen into the new cells of Aspergillus niger produced. These fungi need for their metabolisms many chemical elements, including nitrogen which ranks first, because it is an important component of the fungal cell and represents approximately 5% of its dry matter [17].

  3. DISCUSSION

    Decrease in pH is a due to the production of acids during the depletion of phosphorus and nitrogen [12-13], The decrease was optimal at 36 h of treatment.

    Based on this term,following table shows percentage of organic degradation observed in the witness and the test using 2 g/l of scale which gave the most satisfactory results (test N°2 with 2g/l of scales), within only 36 hours of treatment.

    Table 2.Summary of the best results obtained of COD, TNK, P and MS reductions using sardines scales:

    DCO (%)

    TNK (%)

    P (%)

    MS (%)

    Witness

    -64

    -85

    -50.8

    -44.95

    Test N°2 (36

    hours)

    -97.67

    -80.95

    -81.76

    -39.02

    Note: + positive evolution (increase) -: negative evolution (reduction)

    Compared with oher studies, the experiments of Djelal and Perrot, giving reduction of 70% in COD but after142hours and with inoculation with amplified fungi (during 24 h) [5];

    Another study, of Mannan et al. (2005)using a treatment by activated sludge in the presence of Aspergillus niger, consist ofCOD reducing by 86% in 120 hours of treatment[18].

    Scales surfaces optimize biodegradative activities of fungi. Compared to the other quantities, 2g/l represent the mass/volume ration most suitable for adhesion. The results showed that this mode of treatment, allows reduction of 97.67% in COD, 80.95% in nitrogen and 81.76% in phosphorus.

  4. CONCLUSION V.

The evolution of the parameters of this pollution is depending on two actions, the first is linked on the presence of BM (biomaterial) and the second is in relation with the quantities of sardines scales used.

The presence of sardine scales actually improves the properties of biodegradability; Study factor ratio mass volume shows that the optimal amount of scales to introduce is 2 g/l.

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