Application of Single Angle Turbidimetry on Coag-Flocculation Effect of Detarium microcarpum Seed in Brewery Effluent

Coagulation-flocculation is a proven technique for the removal of suspended solids in wastewater, through the application of single angle turbidimetric measurement. Through this measurement, the coag-flocculation kinetics and functional parameters behavior of Detarium microcarpumin brewery effluent with respect to pH, dosage and time were followed at room temperature. Process parameters such as order of reaction α, rate constant (K), coagulation period τ1/2 etc were determined. Results indicated that reaction order, rate constant, period, pH and dosage recorded optimum values at 2, 1.8 × 10−2 L/mg∙min, 0.152 min, 4 and 100 mg/L, respectively. Maximum efficiency recorded was 96.07% at 30 min. Detarium microcarpum has shown potential as an effective bio-coagulant for the removal of turbidity from brewery effluent.


Introduction
The growing technology advancement and increasing population have led to the generation of numerous wastes, both domestic and industrial.Currently, there are many companies involved in the production of lager beer in Nigeria.This implies that the industry has contributed immensely to high level of waste generation.The raw effluent from brewery typically contains suspended solids in the range of 10 -60 mg/L, biochemical oxygen de-mand in the range of 1000 -1500 mg/L, COD in the range of 1800 -3000 mg/L and nitrogen in the range of 30 -100 mg/L [1].
There are a number of processes available for water and wastewater treatment, such as chemical coagulation-flocculation, membrane filtration, adsorption on activated carbon, bio-degradation and electrochemical treatment [2]- [6].
Among the methods mentioned, coagulation/flocculation is a proven technique for the treatment of high suspended solids wastewater, especially those formed by the colloidal matters.Meanwhile, research and practical applications have shown that coagulation will lower the pollution load and could generate an adequate water recovery [7] [8].
The commonly used coagulants for water and wastewater treatment are chemical coagulants such as alum, ferric chloride and/or polymer which are added to wastewater in order to destabilize the colloidal materials and hence cause the small particles to agglomerate into large settle able flocs [9].Aluminum sulfate (alum) has been widely used as a coagulant, but recently its use has been questioned due to evidence that Alzheimer's disease may be associated with intake of alum [10]- [12].
In this context, a coagulant which is environmentally friendly and inexpensive can be introduced as a viable alternative for the treatment of wastewater.In recent years, there have been intense interests in the application of plant based coagulant in water and wastewater treatment [13]- [16].A typical precursor is Detarium microcarpum seed.
Detarium microcarpum seed is a non-toxic biodegradable plant tissue that is safe to human health.The proximate analysis in Table 2 has revealed its reasonable percentage protein content which suggested that DM could be used as a precursor.
The purpose of this work is to study the coagulation/flocculation behavior of Detarium microcarpum seed in brewery effluent for the removal of both total suspended and dissolved particles.Also it studied the effects of variation of dosage, settling time, pH etc. during coagulation.A series of jar tests were conducted in order to determine the optimal dosage and pH for coagulation and flocculation.

Theoretical Principles and Model Development
Assuming monodisperse, no break up and bi particle collision, the general model for Perikinetics Coag-flocculation is describe generally by [1] [17] [18].
where d d is the rate of change of concentration of particle of size k (concentration/time).
β is a function of the coag-flocculation transport mechanism.The appropriate value of β for Brownian transport is given by [17]   8 3 where The generic aggregation rate of particles (during coagulation/flocculation) can be derived by combination of Equations ( 1) and (2) to yield: where N t is total particle concentration at time t, N t = ∑n K (mass/volume).K is the Menkonu coag-flocculation constant at α th order within flocculation belt.
α is the order of coagulation-flocculation. Meanwhile, where BR β is collision factor Brownian transport.
Also, 2 Combining Equations ( 3)-( 5) produce: where R K is the Von Smoluchowski rate constant for rapid coagulation [19]. 8π D′ is particle diffusion Coefficient, where a is particle radius.
From Einstein's equation, particle Diffusion Coefficient is given by [20].
where B is the friction factor from strokes equation: where η is the viscosity of the coag-flocculation fluid.
Evaluation of coagulation-flocculation efficiency is given as 3. Materials and Methods method [25].

Preparation of Stock Solution of Coagulant
Detarium microcarpum seeds were allowed to mature and kept for sun dry.The seeds were ground to a fine powder using a kitchen blender to make it of approximate size of 600 µ to achieve solubilization of active ingredients in the seed.

Coagulation-Flocculation Experiment
Appropriate dose of DMC in the range of 100 -500 mg/L was added directly to 300 mL of brewery effluent contained in a standard 1000 mL beaker (G.C 17) of 15 cm height, diameter 10.5 cm.The height of the effluent in the beaker was 3.5 cm.The suspension, tuned to pH range of 2 -10 by addition of H 2 So 4 /NaoH.It was subjected to 2 minutes of rapid mixing (200 rpm), 20 minute of slow mixing (30 rpm) using a magnetic stirrer.After agitation, the suspension was transferred into a 250 ml cylinder (Jay Tec.UK) of height 33.5 cm, diameter 3.5 cm and the suspension height 27 cm.During settling, 10 mL of the supernatant were withdrawn from 2 cm depth and changes in TDSP (mg/L) measured for kinetic analysis (using WZS-185 MC Turbidimeter) at various interval of 3, 5, 10, 15, 20, 25 and 30 min.The experiment was carried out at room temperature.The obtained data were subsequently correlated with appropriate kinetic models.

Coag-Flocculation Kinetics
The values of coag-flocculation reaction parameters are presented in Tables 3 to 7. For α = 2 .solvingequation 18 by integration method gives Equation (20), which is graphically presented in Figures 1-5.From the result, majority of R 2 are greater than 0.9, which emphasized adequacy of the model.

( )
obtained for the entire coagulation/flocculation process is appreciably less sensitive to dosage variation (100 -500 mg/L) than pH.This clearly shows that the pH variation exerts more influence than dosage variation.Also it should be noted that high K corresponds to low τ 1/2 , a relationship that establish strong correlation among k, 1 2 τ and rate of reaction.Also there is a minimal variation in R K as observed in Tables 3-7, due to insignificant changes in temperature and viscosity of the coag-flocculation medium.
From the theoretical development in this study, 1 2 τ , p ε and R K are effective indicator of extent of coagu- lation.Minimum 1 2 τ obtained in this study is in fraction of minutes and lies within the range of previous works where milliseconds had been reported [17].

Plot of Efficiency E(%) vs Time
These are shown in Figures 6-10.The E(%) indicates the effectiveness of DMC to remove suspended particles(turbidity) from the effluent.The significant feature shows that turbidity removal efficiency increases with increasing time.The efficiency at 3 min was generally between 60% -85% at pH 2 and 4 respectively.From Figures 6-10, it can be observed that at 30 min of coag-flocculation, the least efficiency achieved was more than 90% at pH 2 and 4. The best performance was 96.01%and was achieved at pH 4 of 100 mg/L dosage.This shows that increase in pH and dosage affects the removal efficiency.

Plot of Efficiency E(%) vs pH
This is represented in

Particle Distribution Plots
The microscopic particle aggregation was obtained by substituting 1 2 τ from equation 27 into 29.The microscopic aggregation is graphically illustrated by the interaction of singlet (m = 1), doublets (m = 2) and triplets (m = 3).The representative plots are presented in Figure 12  ∑ and number of singlets particles 1 N are at maximum, at t = 0 because they are to record reduction in particle count due to flocculation.But the number of singlets particles decreases more rapidly than the sum of particles ∑   following rapid aggregation at early stage.This is an indication that early stage of the coag-flocculation is affected by colloidal destabilization and particle entrapment due to high particle count at early stage.
For Figure 13, the initial concentration decreases gently.From the curve obtained, it shows that there was a moderate colloidal destabilization and high shear resistance.Mainly, the dominant mechanisms were low charged neutralization and bridging to ensure moderate speed of coag-flocculation.

Conclusion
At the condition of the experiment, the potential of DMC as an effective organic coag-flocculation has been established.The optimum pH, dosages and 1 2 τ recorded are 4, (100 and 200 mg/L) and 0.152 min, respectively.The obtained results are generally in agreement with previous works and in conformity with perikinetic theory.

Figure 3 .
Figure 3. Plot of 1/SDP as a function of time for 300 mg/ L DMC dosage.

Figure 4 .
Figure 4. Plot of 1/SDP as a function of time for 400 mg/ L DMC dosage.

Figure 11 .
It indicates the performance of various doses of DMC at varying pH.It is observed from Figure 11 that best performance of DMC in removing turbidity from BRE was obtained at pH 2 and 4 for 100 and 200 mg/L dosages, respectively.

Figure 5 .
Figure 5. Plot of 1/SDP as a function of time for 500 mg/L DMC dosage.

Figure 8 .
Figure 8. Plot of Efficiency (E%) vs coag-flocculation time for 300 mg/L DMC at varying pH.

Figure 10 .
Figure 10.Plot of Efficiency (E%) vs coag-flocculation time for 500 mg/L DMC at varying pH.

and Figure 13 .
Both represent the time evolution for singlet, doublets and triplets obtained for 1 2 0.152 τ = and 62.48 min.For Figure 12, the sum of particles i N

Figure 11 .
Figure 11.Plot of Efficiency (E%) vs pH at 30 mins for varying DMC dosages.

Figure 12 .
Figure 12.Temporal microscopic aggregate distribution at minimum half-life of 0.152 min.

Figure 13 .
Figure 13.Temporal microscopic aggregate distribution at maximum halflife of 62.48 min.

3.1. Material Sampling, Preparation and Characterization 3.1.1. Brewery Effluent
[24]effluent was collected from brewery plant located in Enugu, Enugu State Nigeria.The characterization of the effluent and the analyses presented in Table1were determined based on standard method[23][24].Detarium microcarpum Seed Detarium microcarpum seed (precursor) was purchased from Ogbette Market, Enugu State Nigeria, and stored at room temperature.The characterization of the sample presented in Table2was based on AOAC standard

Table 1 .
Characteristics of brewery effluent.

Table 3 .
Coag-flocculation kinetics parameter of DMC in BRE at varying pH and 100 mg/L dosage.
− × Figure 1.Plot of 1/SDP as a function of time for 100 mg/ LDMC dosage.Figure 2. Plot of 1/SDP as a function of time for 200 mg/L DMC dosage.

Table 4 .
Coag-flocculation kinetics parameter of DMC in BRE at varying pH and 200 mg/L dosage.

Table 5 .
Coag-flocculation kinetics parameter of DMC in BRE at varying pH and 300 mg/L dosage.

Table 6 .
Coag-flocculation kinetics parameter of DMC in BRE at varying pH and 400 mg/L dosage.

Table 7 .
Coag-flocculation kinetics parameter of DMC in BRE at varying pH and 500 mg/L dosage.