# Comparing the Coagulation Performance of Rice Husk, Cypress Leaves, andEucalyptus Leaves Powders with That of Alum in Improving the Turbidity and pH of Some Local Water Sources in Bamenda, Cameroon

Authors: Cornelius Tsamo; Eric Fru Zama; Ngu Elton Yerima; Ajingne Nelson Mandela Fuh
Journal: International Journal of Chemical Engineering
 (2021)

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## Abstract

In this study, the efficiencies of the use of rice husk, cypress, andEucalyptus leaves biocoagulants as alternative to alum as chemical coagulant in reducing turbidity and stabilizing the pH of slaughterhouse wastewater and three other local drinking water sources were investigated. Two systems were used: one involving individual coagulants and the second involving mix alum and biocoagulant with fixed alum dose of 0.05 g and varying amounts of each biocoagulant type (0.05 to 5 g). Turbidity reduction, coagulation activity, and pH variation were used to characterize each system. Results show reduction in turbidity is higher in mixed coagulants than with individual coagulants. At 5 g each of alum, rice husk, cypress, and Eucalyptus leaves, the corresponding turbidity values, 8.3, 13.6, 14.5, and 20.3 NTU, were obtained compared to 7.3 with 0.05 alum and 5 g rice husk mixture, 8.7 NTU with 0.05 g alum and 5 g cypress leaves mixture, and 16.1 NTU with 0.05 g alum and 5 g Eucalyptus leaves mixture, for 37.3 NTU initial turbidity. The used biocoagulants individually show insignificant effect on the pH of coagulation-treated water. Alum has an insignificant effect up to 2 g. 0.05 g of each biocoagulant stabilizes the pH between 6.57 and 7.34 against 4.14 for alum. 0.05 g alum/0.05 g biocoagulant stabilized the pH of water between 6.32 and 7.41. The coagulation activities for individual systems follow the order alum > rice husk > cypress > Eucalyptus, and for mixed systems, alum/rice husk > alum/cypress > alum/Eucalyptus. Water with turbidity and pH values within the World Health Organization’s guideline value of < 5 NTU and 6.5–8.5, respectively, were obtained using studied low cost and locally available biocoagulants.


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## Body

## 1. Introduction

It is generally said that water is life due to the fact that it is very essential for nearly all activities on Earth, such as agriculture, industries, domestic, and recreation [1]. The WHO (World Health Organization) estimates show that about 80% of all diseases and sicknesses in the world are due to inadequate sanitation, polluted water, or unavailability of water [1, 2]. WHO reports that some 2 billion people worldwide use contaminated drinking water sources with rural communities mostly in developing countries not having access to safe drinking water [3]. This WHO estimate equally shows that 4 million children die in developing countries each year from waterborne diseases [1]. According to [4], the lack of good quality water is the most serious environmental concerns that developing countries are facing. Most regions of the world are on track to meet the target on drinking water quality [5]. Unfortunately, Sub-Saharan Africa is the main region lagging behind, most especially in the rural areas. Sub-Saharan Africa will not even meet the Millennium Development Goals sanitation target until 2076 with current rates of progress [5]. According to [6], “at any given time, about half the population in the developing world is suffering from one or more of the six main diseases (Diarrhea, Ascaris, Dracunculiasis, Hookworm, Schistosomiasis, and Trachoma) associated with water supply and sanitation.”Turbidity which describes the cloudiness of water caused by suspended particles such as clay and silts, chemical precipitates such as manganese and iron, and organic particles such as human and livestock wastes, plant debris, and organisms is used in the operational monitoring of control measures included in water safety as a recommended approach to managing drinking-water quality [7]. Turbidity generally does not represent a major public health risk [8]. Nonetheless, it may be an indication of the presence of pathogenic microorganisms and hazardous events throughout the water supply system, from catchment to point of use. Hence, the point of detection is very necessary in order to consider potential impacts. Source waters with elevated turbidity indicate pollution events in the catchment and can have negative effects on the performance of coagulation and clarification, filtration, and disinfection. For example, if turbidity targets for filtered water are not attained, then it may indicate firstly the presence of pathogens in drinking water and secondly high level of turbidity in distribution systems which may indicate detachment of biofilms and oxide scales or entry of external sources of contamination [8].Turbidity reduction is therefore an essential step in water treatment processes either for large scale treatment plants, small communities, or households. In developing countries and most especially in rural areas without water treatment systems and who rely heavily on polluted water sources, such as rivers, small community water supply, small dams, ponds, and traditional wells, there may be a need to render the water safe for drinking at household level through turbidity reduction followed by sand filtration and then disinfection [9]. Turbidity reduction in water has been accomplished generally by using coagulation and flocculation processes. There are two main groups of coagulants used in coagulation: natural based, such as using plants (biocoagulant) and the chemical based, mainly alum, ferric chloride, and poly aluminum chloride (PAC) [10]. The cost of importing the chemical coagulants is very expensive for many developing countries resulting in using water of doubtful quality and with consequences on their health [10, 11]. Other inconveniences in using the chemical coagulant include difficulties in disposing high volume of generated coagulant sludge, presence of residual aluminum in the treated water, reaction of aluminum with alkalinity present in the water leading to the big drop in the pH of water, and its low coagulating efficiency in cold water [11]. Alum compounds can trigger Alzheimer’s disease as reported by [10, 11]. Other studies have also reported that monomers of PAC and alum have neurotoxicity [10]. Faced with negative challenges of using chemical coagulants, researchers are interested in plant-based biocoagulants as alternative to chemical coagulants because they are biodegradable and nontoxic and hence safer to the environment and human [10, 12]. Some studies have tested the use of the following biocoagulants in water turbidity reduction by coagulation: moringa, chickpea and avocado seed [10], Moringa oleifera, Jatropha curcas, chitosan, dragon fruit foliage [9, 11], acorn leaves, [12], Moringa oleifera, Cicer arietinum, and Dolichos lablab [13], Moringa oleifera seeds [14], aloe vera [15], and chestnuts [16]. All these report significant turbidity reductions with no secondary contamination.From these studies, it can be seen that rice husk, cypress leaves, andEucalyptus leaves have rarely been used as biocoagulants. These materials are so abundant locally at no cost. This study is therefore aimed at comparing the performances of rice husk, cypress leaves, and Eucalyptus leaves powders with that of alum in reducing the turbidity of some local water sources and maintaining the pH of the coagulated water within the WHO standard for drinking water. This is probably the first work using rice husk, cypress leaves, and Eucalyptus leaves as biocoagulants. The experiments were conducted in two parts. The first set of experiments involved the use of each biomass type and alum separately for each water sample and in the second set of experiments by varying the biomass quantity while keeping the amount of alum constant at 0.5 g. Results of this study can make the water treatment process easier, cheap, and environmental friendly for community water projects as well as households with borehole and well waters.


## 2. Materials and Methods

### 2.1. Rice Husk, Cypress Leaves,Eucalyptus Leaves, and Alum Sampling, Treatment, and Characterization

Fresh leaves of cypress andEucalyptus were harvested from a single tree type, respectively, in Bamenda. This town has mainly a tropical savannah climate which favours the growth of these trees. They are the main sources of wood for different applications in the town. Rice husk was collected from the local rice production company called Upper Nun Valley Development Authority (UNVDA). Collected leaves and rice husk were properly washed with distilled water till no colour was emitted and dried at 105°C for 24 hours using a laboratory dry oven (DHG 9101-1SA; SEARCHTECH Instrument). A locally kaolin made alum (Figure 1) used in this study was bought from a local market where it is used locally to extract snail flesh from its shell. The alum and dried leaves samples were each converted to powder forms by crushing, sieved through a pore size of > 0.5 mm, and stored in airtight polyethylene bottles for usage.Figure 1
A sample of local kaolin obtained alum.The surface composition of the leaves and alum was determined using Fourier transform infrared spectroscopy (FTIR) (Nicolet iS5 iD7 ATR, Thermo scientific; USA).


### 2.2. Collection of the Water Samples

Raw water sample were obtained from four sites in Bamenda which are all main drinking water sources for the different concerned communities with tens of thousands of inhabitants. The slaughterhouse wastewater was also chosen because it is the largest slaughterhouse in Bamenda with the capacity of slaughtering about 24 cattle simultaneously, hence the high volume of wastewater generated which can recontaminate the meat:(1)
Mile 90 Njimafor in Bamenda II municipality as raw water before entering into the nearby screening cum sedimentation tank (designated as M90), coordinates: 05.934928′N 10.142552′E.(2)
From a community well at Nitop V in Bamenda II municipality (designated as CWN), coordinates: 05.960818′N 10.134913′E.(3)
From the water storage tank of Bambili village community water (designated as BSW), coordinates: 05.994829′N 10.258627′E.(4)
From mile 4 slaughterhouse in the Bamenda III municipality (designated as MSW). Samples here were collected on a Saturday at 7:00 am because it is the peak period of slaughter within the week, coordinates: 05.990715′N 10.187310 E.Water samples were collected in polyethylene bottles (washed with detergent, then with distilled water, 2 M nitric acid, then deionized water again, and finally with water from their various sample sources). Initial turbidity and pH were recorded on site. The samples were stored in a cooler at4°C [17] and transported to the laboratory and coagulation studies performed immediately.pH and turbidity readings were, respectively, measured using PH-981 high accuracy pen-type pH meter with accuracy of ±0.1 and a Lovi-band 210 infrared turbid meter with the range of 0.01 to 1100 NTU.The following initial turbidity values were obtained: 16.02, 18.0, 12.4, and 37.3 NTU for Mile 90 Njimafor raw water before entering into the nearby screening cum sedimentation tank, community well water, water storage tank of Bambili Village community water, and slaughterhouse wastewater, respectively, with corresponding pH of 6.5, 6.45, 6.7, and 8.35, respectively.


### 2.3. Coagulation Test

An adapted Jar test experiment (Figure2) was used for this study. The experiments were conducted in two parts. The first set of experiments involved the use of each biomass type and alum separately for each water sample and in the second set of experiments by varying the biomass quantity while keeping the amount of alum constant at 0.05 g. The aim was to minimize the effect of secondary contamination from alum while ensuring effective turbidity reduction and pH improvement of resulting water to within WHO standards for drinking water.Figure 2
Adapted Jar test used in this study.The coagulation was carried out in 500 mL beakers containing 100 mL of water sample under study. For the first set of experiments, varying doses of coagulant (0.05, 0.5, 1, 2, 3.5, and 5 g) were added to the six beakers containing 100 mL of water for each water sample type. In the second set of experiments, the dose of each biomass was varied (0.05, 0.5, 1, 2, 3.5, and 5 g) but that of alum was fixed at 0.05 g.In each case, mixing was done by stirring at 110 rpm for 3 minutes and then reduced to 35 rpm for 60 seconds, after which the Jar test apparatus was stopped and the mixture allowed to settle for a period of 1 hour. The supernatant was collected in separate beakers by decantation, and the pH and turbidity of the supernatants were measured.The turbidity removal (TRE) of each coagulant type was calculated using the following equation [1]:(1)TRE=T0−T.The coagulation activity or turbidity removal efficiency was calculated using the following equation [1]:(2)coagulation activity=T0−TT0∗100,where T0 and T represent the initial and final turbidity (or supernatant turbidity) values (NTU) of water, respectively.


## 2.1. Rice Husk, Cypress Leaves,Eucalyptus Leaves, and Alum Sampling, Treatment, and Characterization

Fresh leaves of cypress andEucalyptus were harvested from a single tree type, respectively, in Bamenda. This town has mainly a tropical savannah climate which favours the growth of these trees. They are the main sources of wood for different applications in the town. Rice husk was collected from the local rice production company called Upper Nun Valley Development Authority (UNVDA). Collected leaves and rice husk were properly washed with distilled water till no colour was emitted and dried at 105°C for 24 hours using a laboratory dry oven (DHG 9101-1SA; SEARCHTECH Instrument). A locally kaolin made alum (Figure 1) used in this study was bought from a local market where it is used locally to extract snail flesh from its shell. The alum and dried leaves samples were each converted to powder forms by crushing, sieved through a pore size of > 0.5 mm, and stored in airtight polyethylene bottles for usage.Figure 1
A sample of local kaolin obtained alum.The surface composition of the leaves and alum was determined using Fourier transform infrared spectroscopy (FTIR) (Nicolet iS5 iD7 ATR, Thermo scientific; USA).


## 2.2. Collection of the Water Samples

Raw water sample were obtained from four sites in Bamenda which are all main drinking water sources for the different concerned communities with tens of thousands of inhabitants. The slaughterhouse wastewater was also chosen because it is the largest slaughterhouse in Bamenda with the capacity of slaughtering about 24 cattle simultaneously, hence the high volume of wastewater generated which can recontaminate the meat:(1)
Mile 90 Njimafor in Bamenda II municipality as raw water before entering into the nearby screening cum sedimentation tank (designated as M90), coordinates: 05.934928′N 10.142552′E.(2)
From a community well at Nitop V in Bamenda II municipality (designated as CWN), coordinates: 05.960818′N 10.134913′E.(3)
From the water storage tank of Bambili village community water (designated as BSW), coordinates: 05.994829′N 10.258627′E.(4)
From mile 4 slaughterhouse in the Bamenda III municipality (designated as MSW). Samples here were collected on a Saturday at 7:00 am because it is the peak period of slaughter within the week, coordinates: 05.990715′N 10.187310 E.Water samples were collected in polyethylene bottles (washed with detergent, then with distilled water, 2 M nitric acid, then deionized water again, and finally with water from their various sample sources). Initial turbidity and pH were recorded on site. The samples were stored in a cooler at4°C [17] and transported to the laboratory and coagulation studies performed immediately.pH and turbidity readings were, respectively, measured using PH-981 high accuracy pen-type pH meter with accuracy of ±0.1 and a Lovi-band 210 infrared turbid meter with the range of 0.01 to 1100 NTU.The following initial turbidity values were obtained: 16.02, 18.0, 12.4, and 37.3 NTU for Mile 90 Njimafor raw water before entering into the nearby screening cum sedimentation tank, community well water, water storage tank of Bambili Village community water, and slaughterhouse wastewater, respectively, with corresponding pH of 6.5, 6.45, 6.7, and 8.35, respectively.


## 2.3. Coagulation Test

An adapted Jar test experiment (Figure2) was used for this study. The experiments were conducted in two parts. The first set of experiments involved the use of each biomass type and alum separately for each water sample and in the second set of experiments by varying the biomass quantity while keeping the amount of alum constant at 0.05 g. The aim was to minimize the effect of secondary contamination from alum while ensuring effective turbidity reduction and pH improvement of resulting water to within WHO standards for drinking water.Figure 2
Adapted Jar test used in this study.The coagulation was carried out in 500 mL beakers containing 100 mL of water sample under study. For the first set of experiments, varying doses of coagulant (0.05, 0.5, 1, 2, 3.5, and 5 g) were added to the six beakers containing 100 mL of water for each water sample type. In the second set of experiments, the dose of each biomass was varied (0.05, 0.5, 1, 2, 3.5, and 5 g) but that of alum was fixed at 0.05 g.In each case, mixing was done by stirring at 110 rpm for 3 minutes and then reduced to 35 rpm for 60 seconds, after which the Jar test apparatus was stopped and the mixture allowed to settle for a period of 1 hour. The supernatant was collected in separate beakers by decantation, and the pH and turbidity of the supernatants were measured.The turbidity removal (TRE) of each coagulant type was calculated using the following equation [1]:(1)TRE=T0−T.The coagulation activity or turbidity removal efficiency was calculated using the following equation [1]:(2)coagulation activity=T0−TT0∗100,where T0 and T represent the initial and final turbidity (or supernatant turbidity) values (NTU) of water, respectively.


## 3. Results and Discussion

### 3.1. FTIR Surface Characteristics of Alum, Rice Husk, Cypress, andEucalyptus Coagulants

The FTIR spectra of rice husk, alum, cypress, andEucalyptus leaves are presented in Figures 3(a)–3(d), respectively. The FTIR curve of rice husk (Figure 3(a)) shows the predominant band of the siloxane group Si-O-Si at about 1100 cm−1. This curve also shows the broadband between 2800 cm−1 and 3700 cm−1, which can be attributed to the OH groups and adsorbed water [18]. As seen from Figures 3(b)–3(d), these bands are also present in these samples, however, with different intensities. The intensity of the siloxane group, Si-O-Si from these spectra follows the order: alum > rice husk > cypress leaves > Eucalyptus leaves. The coagulation performance of these samples as presented in Section 3.2 also follows this order. Hence, indicating the group Si-O-Si band is the main site responsible for the reactivity of these samples.Figure 3
FTIR spectra of (a) rice husk, (b) alum, (c) cypress leaves, and (d)Eucalyptus leaves.
(a)(b)(c)(d)


### 3.2. Performance of Coagulants in Turbidity Reduction

Water from four different sources and different initial turbidity values was tested.Results of the coagulation of slaughter house wastewater (MSW) using individual coagulants are shown in Figure4(a), while results obtained using varying amounts of biomass coagulants at fixed alum dosage are shown in Figure 4(b). It can be observed that there is significant reduction in turbidity with an increase in coagulant dose for the two systems evaluated. The reduction is more significant in mixed coagulants than with individual coagulants. From Figure 4(b), alum/rice husk reduced turbidity from 37.3 NTU to 10.6 NTU with 0.05 g alum and 0.05 g rice husk mixture. This turbidity dropped to 7.3 with 0.05 alum and 5 g rice husk mixture. Corresponding turbidity reductions were observed for alum/cypress mixed coagulants, from 37.3 NTU to 11.4 NTU with 0.05 g alum and 0.05 g cypress leaves mixture and further to 8.7 NTU with 0.05 g alum and 5 g cypress leaves mixture. Alum/Eucalyptus leaves mixture showed lesser turbidity reduction, with reductions from 37.3 NTU to 22.5 NTU with 0.05 g alum and 0.05 g Eucalyptus leaves mixture and further to 16.1 NTU with 0.05 g alum and 5 g Eucalyptus leaves mixture. While turbidity reductions were also observed in water samples using individual coagulants (Figure 4(a)), the reductions were less than those obtained with mixed coagulants. For example, with 5 g each of alum, rice husk, cypress, and Eucalyptus leaves, the following corresponding turbidity values 8.3, 13.6, 14.5, and 20.3 NTU were obtained compared to 7.3 with 0.05 alum and 5 g rice husk mixture, 8.7 NTU with 0.05 g alum and 5 g cypress leaves mixture, and 16.1 NTU with 0.05 g alum and 5 g Eucalyptus leaves mixture. The behaviour of the different coagulants was further determined by evaluating their respective coagulation activities using (2), and the results for MSW water sample are presented in Figure 4(c). As observed from Figure 4(c), the order of coagulation activity for individual system is alum > rice husk > cypress leaves > Eucalyptus leaves, and for mixed systems, the order is alum/rice husk > alum/cypress leaves > alum/Eucalyptus leaves. According to [19], rice husk is a natural coagulant, which is effective in the reduction of water turbidity which is comparable with and can compete with alum in the water treatment process. The intensity of the siloxane group, Si-O-Si from their FTIR spectra (Figure 3) follows the order: alum > rice husk > cypress leaves > Eucalyptus leaves. The coagulation performance of these samples also follows this order, hence indicating the siloxane group, Si-O-Si, is mainly responsible for the reactivity of these samples.Figure 4
MSW variation of turbidity with (a) individual and (b) mixed coagulants and (c) coagulation activities (%).
(a)(b)(c)Opposite result trends were obtained for raw water before entering into the nearby screening cum sedimentation tank (M90) (Figure5) initial turbidity of 16.0 NTU, well water (CWN) (Figure 6), initial turbidity of 18.0 NTU and water from community water storage tank (BSW) (Figure 7), and initial turbidity of 12.4 compared to slaughterhouse wastewater. In these water samples, turbidity values increased with increase coagulant dosage for both individual and mixed coagulants (Figures 5(a), 5(b), 6(a), 6(b), 7(a), and 7(b)). This indicates that turbidity reduction in water samples depend on the composition of the said water sample. Thus, 0.05 g of coagulant individually or 0.05 g each in a mixture gave maximum results. Patale and Pandya [20] used Mucilage extract of Coccinia indica fruit as coagulate flocculent for the treatment of turbid water samples and concluded that an optimum 0.4 mg/L gave best results. As observed from Figures 5(c), 6(c), and 7(c), the order of coagulation activity for individual and mixed systems was the same as for slaughter wastewater. From Figures 5(c), 6(c), and 7(c), the coagulation activity for alum (not mixed) in different water samples is of the order CWN water > M90 water > BSW water. However, for mixed coagulants, the order is M90 water > CWN water > BSW water. CWN water and M90 water samples have similar initial turbidity values of 18 and 16, respectively. This shows that high turbidity reduction is obtained in water with high turbidity compared to water with low turbidity. Increase in turbidity reduction with increase in initial turbidity results from an important driving force provided at higher initial turbidity necessary to overcome all mass transfer resistance [21, 22]. Deshmukh et al. [23] also observed that reduction in turbidity level depends on the raw water turbidity. Equally, the study in [24] treated turbid water from Guadiana River at Badajoz, Spain, and concluded that maximum turbidity reduction was found with high turbid raw water. Conversely, reduction in turbidity with increase coagulant dosage is due to the fact that coagulants hydrolyze in water to give a many different products among which the cations which are able to adsorb negatively charged particles. This process neutralizes their different charges, hence destabilizing the particles and resulting in particles aggregation [25, 26]. With high coagulant dosage charge, reversal occurs and particles begin to restabilize again leading to reduction in turbidity at high coagulant dosage.Figure 5
Variation of turbidity of M90 water with (a) individual, (b) mixed coagulants, and (c) coagulation activities (%).
(a)(b)(c)Figure 6
Variation of turbidity of well water with (a) individual, (b) mixed coagulants, and (c) coagulation activities (%).
(a)(b)(c)Figure 7
BSW variation of turbidity with (a) individual coagulants, (b) mixed coagulants, and (c) coagulation activities (%).
(a)(b)(c)


### 3.3. Performance of Coagulants in Stabilizing pH

The variation of pH in each water sample treated with individual and mixed coagulants was monitored, and results are presented in Figure8 for slaughter house wastewater (MSW), Figure 9 for raw water before entering into the nearby screening cum sedimentation tank (M90), Figure 10 for well water (CWN), and Figure 11 for water from community water storage tank (BSW).Figure 8
Variation of pH in MSW with (a) individual and (b) mixed coagulants.
(a)(b)Figure 9
Variation of pH in M90 water with (a) individual and (b) mixed coagulants.
(a)(b)Figure 10
Variation of pH in well water with (a) individual and (b) mixed coagulants.
(a)(b)Figure 11
BSW variation of pH in BSW water with (a) individual coagulants and (b) mixed coagulants.
(a)(b)The use of rice husk, cypress leaves, andEucalyptus leaves individually as coagulant (in increasing dosage) shows insignificant effect on the pH of coagulated slaughterhouse water (Figure 8(a)). This is probably due to the fact that the biomass samples do not easily hydrolyze in water. Alum also has an insignificant effect with small amount of alum of up to 1 g alum. The resultant pH of treated water also exhibits different patterns for alum as compared to other coagulants. However, at high alum dosage, there is a very significant reduction in pH (Figure 8(a)). At 2 g alum, the pH reduces to 7.15, at 3.5 g it reduces to 6.03, and at 5 g it drops to 4.13. Malik [25] studied the use of alum coagulant in turbidity removal from muddy water and concluded that after coagulation with alum, the resultant pH was seen closer to 6 from an initial pH of 7 for 2 g alum. The alum used is aluminum rich kaolin which easily hydrolyze in water. This hydrolysis generally involves a sequential replacement of the water molecules by hydroxyl ions, which is equally considered as a progressive deprotonation of water molecules in the hydration shell [27]. Some steps involved in the hydrolysis are Al3+ ⟶ Al(OH)2+ ⟶ Al(OH)2+ ⟶ Al(OH)3 ⟶ Al(OH)4–. Each step here involves the loss of a proton, hence increasing the pH of water [27]. This trend in H+ generation explains why a pH of 4.13 was obtained with 5 g alum. From Figure 8(b) involving mixed coagulants, it is observed that with the mixture of 0.05 g alum and 0.05 g rice husk, cypress leaves, and Eucalyptus leaves each there is a significant reduction of pH from 8.35 to about 4.5 on average. However, with the increase in rice husk, cypress leaves, and Eucalyptus leaves dosage, there is an increase in pH attaining at 5 g 7.34 for alum/rice husk, 6.21 for alum/cypress, and 6.93 for alum/Eucalyptus. The fact that there was a significant drop in pH with small amounts alum/biomass mixtures indicates that there is a strong reaction between alum and each biomass that liberate many protons from alum. But the biomass samples have hydroxyl groups on their surfaces (Figure 3) which can consume the generated protons from alum. This explains why with increase in biomass dose at constant alum, the pH turned toward neutral or water pH is determined by the properties of each biomass.Similar pH trends to slaughterhouse wastewater using individual coagulants were obtained with other tested water samples but with slight variation (Figures9(a), 10(a), and 11(a)). Opposite trends to slaughter house waste water were nonetheless obtained for mixed coagulants (Figures 9(b), 10(b), and 11(b)) at high coagulant dose. From Figure 9(a) (M90 Water), at 0.05 g coagulant, the pH changed from initial value of 6.5 to 4.15, 7.49, 7.33, and 6.57 for alum, rice husk, cypress leaves, and Eucalyptus leaves, respectively. It subsequently reduced to 3.21, 5.43, 6.31, and 6.81 at 5 g of alum, rice husk, cypress leaves, and Eucalyptus leaves each, respectively. Meanwhile, for mixed coagulants, pH changed from initial value of 6.5 to 7.41, 7.31 and 6.32 for 0.05 g alum/0.05 g rice husk, 0.05 g alum/0.05 g cypress leaves, and 0.05 g alum/0.05 g Eucalyptus leaves, respectively. These pH values for mixed coagulants reduced to 3.72, 3.62, and 5.41 for 0.05 g alum/5 g rice husk, 0.05 g alum/5 g cypress leaves, and 0.05 g alum/5 g Eucalyptus leaves, respectively. These trends were the same but different in magnitude to well water (Figures 10(a) and 10(b)) and BSW water (Figures 11(a) and 11(b)) samples.The variation in pH results trends between slaughterhouse wastewater and other tested samples shows that the composition of the water determines the acid behaviour of the material use. The fact that eucalyptus seems to show more pH stability is normal as viewed from its surface properties given by FTIR results (Figure3(d)). The surface properties of alum and biomasses are dominated by the Si-O-Si in the order alum > rice husk > cypress leaves > Eucalyptus leaves.


## 3.1. FTIR Surface Characteristics of Alum, Rice Husk, Cypress, andEucalyptus Coagulants

The FTIR spectra of rice husk, alum, cypress, andEucalyptus leaves are presented in Figures 3(a)–3(d), respectively. The FTIR curve of rice husk (Figure 3(a)) shows the predominant band of the siloxane group Si-O-Si at about 1100 cm−1. This curve also shows the broadband between 2800 cm−1 and 3700 cm−1, which can be attributed to the OH groups and adsorbed water [18]. As seen from Figures 3(b)–3(d), these bands are also present in these samples, however, with different intensities. The intensity of the siloxane group, Si-O-Si from these spectra follows the order: alum > rice husk > cypress leaves > Eucalyptus leaves. The coagulation performance of these samples as presented in Section 3.2 also follows this order. Hence, indicating the group Si-O-Si band is the main site responsible for the reactivity of these samples.Figure 3
FTIR spectra of (a) rice husk, (b) alum, (c) cypress leaves, and (d)Eucalyptus leaves.
(a)(b)(c)(d)


## 3.2. Performance of Coagulants in Turbidity Reduction

Water from four different sources and different initial turbidity values was tested.Results of the coagulation of slaughter house wastewater (MSW) using individual coagulants are shown in Figure4(a), while results obtained using varying amounts of biomass coagulants at fixed alum dosage are shown in Figure 4(b). It can be observed that there is significant reduction in turbidity with an increase in coagulant dose for the two systems evaluated. The reduction is more significant in mixed coagulants than with individual coagulants. From Figure 4(b), alum/rice husk reduced turbidity from 37.3 NTU to 10.6 NTU with 0.05 g alum and 0.05 g rice husk mixture. This turbidity dropped to 7.3 with 0.05 alum and 5 g rice husk mixture. Corresponding turbidity reductions were observed for alum/cypress mixed coagulants, from 37.3 NTU to 11.4 NTU with 0.05 g alum and 0.05 g cypress leaves mixture and further to 8.7 NTU with 0.05 g alum and 5 g cypress leaves mixture. Alum/Eucalyptus leaves mixture showed lesser turbidity reduction, with reductions from 37.3 NTU to 22.5 NTU with 0.05 g alum and 0.05 g Eucalyptus leaves mixture and further to 16.1 NTU with 0.05 g alum and 5 g Eucalyptus leaves mixture. While turbidity reductions were also observed in water samples using individual coagulants (Figure 4(a)), the reductions were less than those obtained with mixed coagulants. For example, with 5 g each of alum, rice husk, cypress, and Eucalyptus leaves, the following corresponding turbidity values 8.3, 13.6, 14.5, and 20.3 NTU were obtained compared to 7.3 with 0.05 alum and 5 g rice husk mixture, 8.7 NTU with 0.05 g alum and 5 g cypress leaves mixture, and 16.1 NTU with 0.05 g alum and 5 g Eucalyptus leaves mixture. The behaviour of the different coagulants was further determined by evaluating their respective coagulation activities using (2), and the results for MSW water sample are presented in Figure 4(c). As observed from Figure 4(c), the order of coagulation activity for individual system is alum > rice husk > cypress leaves > Eucalyptus leaves, and for mixed systems, the order is alum/rice husk > alum/cypress leaves > alum/Eucalyptus leaves. According to [19], rice husk is a natural coagulant, which is effective in the reduction of water turbidity which is comparable with and can compete with alum in the water treatment process. The intensity of the siloxane group, Si-O-Si from their FTIR spectra (Figure 3) follows the order: alum > rice husk > cypress leaves > Eucalyptus leaves. The coagulation performance of these samples also follows this order, hence indicating the siloxane group, Si-O-Si, is mainly responsible for the reactivity of these samples.Figure 4
MSW variation of turbidity with (a) individual and (b) mixed coagulants and (c) coagulation activities (%).
(a)(b)(c)Opposite result trends were obtained for raw water before entering into the nearby screening cum sedimentation tank (M90) (Figure5) initial turbidity of 16.0 NTU, well water (CWN) (Figure 6), initial turbidity of 18.0 NTU and water from community water storage tank (BSW) (Figure 7), and initial turbidity of 12.4 compared to slaughterhouse wastewater. In these water samples, turbidity values increased with increase coagulant dosage for both individual and mixed coagulants (Figures 5(a), 5(b), 6(a), 6(b), 7(a), and 7(b)). This indicates that turbidity reduction in water samples depend on the composition of the said water sample. Thus, 0.05 g of coagulant individually or 0.05 g each in a mixture gave maximum results. Patale and Pandya [20] used Mucilage extract of Coccinia indica fruit as coagulate flocculent for the treatment of turbid water samples and concluded that an optimum 0.4 mg/L gave best results. As observed from Figures 5(c), 6(c), and 7(c), the order of coagulation activity for individual and mixed systems was the same as for slaughter wastewater. From Figures 5(c), 6(c), and 7(c), the coagulation activity for alum (not mixed) in different water samples is of the order CWN water > M90 water > BSW water. However, for mixed coagulants, the order is M90 water > CWN water > BSW water. CWN water and M90 water samples have similar initial turbidity values of 18 and 16, respectively. This shows that high turbidity reduction is obtained in water with high turbidity compared to water with low turbidity. Increase in turbidity reduction with increase in initial turbidity results from an important driving force provided at higher initial turbidity necessary to overcome all mass transfer resistance [21, 22]. Deshmukh et al. [23] also observed that reduction in turbidity level depends on the raw water turbidity. Equally, the study in [24] treated turbid water from Guadiana River at Badajoz, Spain, and concluded that maximum turbidity reduction was found with high turbid raw water. Conversely, reduction in turbidity with increase coagulant dosage is due to the fact that coagulants hydrolyze in water to give a many different products among which the cations which are able to adsorb negatively charged particles. This process neutralizes their different charges, hence destabilizing the particles and resulting in particles aggregation [25, 26]. With high coagulant dosage charge, reversal occurs and particles begin to restabilize again leading to reduction in turbidity at high coagulant dosage.Figure 5
Variation of turbidity of M90 water with (a) individual, (b) mixed coagulants, and (c) coagulation activities (%).
(a)(b)(c)Figure 6
Variation of turbidity of well water with (a) individual, (b) mixed coagulants, and (c) coagulation activities (%).
(a)(b)(c)Figure 7
BSW variation of turbidity with (a) individual coagulants, (b) mixed coagulants, and (c) coagulation activities (%).
(a)(b)(c)


## 3.3. Performance of Coagulants in Stabilizing pH

The variation of pH in each water sample treated with individual and mixed coagulants was monitored, and results are presented in Figure8 for slaughter house wastewater (MSW), Figure 9 for raw water before entering into the nearby screening cum sedimentation tank (M90), Figure 10 for well water (CWN), and Figure 11 for water from community water storage tank (BSW).Figure 8
Variation of pH in MSW with (a) individual and (b) mixed coagulants.
(a)(b)Figure 9
Variation of pH in M90 water with (a) individual and (b) mixed coagulants.
(a)(b)Figure 10
Variation of pH in well water with (a) individual and (b) mixed coagulants.
(a)(b)Figure 11
BSW variation of pH in BSW water with (a) individual coagulants and (b) mixed coagulants.
(a)(b)The use of rice husk, cypress leaves, andEucalyptus leaves individually as coagulant (in increasing dosage) shows insignificant effect on the pH of coagulated slaughterhouse water (Figure 8(a)). This is probably due to the fact that the biomass samples do not easily hydrolyze in water. Alum also has an insignificant effect with small amount of alum of up to 1 g alum. The resultant pH of treated water also exhibits different patterns for alum as compared to other coagulants. However, at high alum dosage, there is a very significant reduction in pH (Figure 8(a)). At 2 g alum, the pH reduces to 7.15, at 3.5 g it reduces to 6.03, and at 5 g it drops to 4.13. Malik [25] studied the use of alum coagulant in turbidity removal from muddy water and concluded that after coagulation with alum, the resultant pH was seen closer to 6 from an initial pH of 7 for 2 g alum. The alum used is aluminum rich kaolin which easily hydrolyze in water. This hydrolysis generally involves a sequential replacement of the water molecules by hydroxyl ions, which is equally considered as a progressive deprotonation of water molecules in the hydration shell [27]. Some steps involved in the hydrolysis are Al3+ ⟶ Al(OH)2+ ⟶ Al(OH)2+ ⟶ Al(OH)3 ⟶ Al(OH)4–. Each step here involves the loss of a proton, hence increasing the pH of water [27]. This trend in H+ generation explains why a pH of 4.13 was obtained with 5 g alum. From Figure 8(b) involving mixed coagulants, it is observed that with the mixture of 0.05 g alum and 0.05 g rice husk, cypress leaves, and Eucalyptus leaves each there is a significant reduction of pH from 8.35 to about 4.5 on average. However, with the increase in rice husk, cypress leaves, and Eucalyptus leaves dosage, there is an increase in pH attaining at 5 g 7.34 for alum/rice husk, 6.21 for alum/cypress, and 6.93 for alum/Eucalyptus. The fact that there was a significant drop in pH with small amounts alum/biomass mixtures indicates that there is a strong reaction between alum and each biomass that liberate many protons from alum. But the biomass samples have hydroxyl groups on their surfaces (Figure 3) which can consume the generated protons from alum. This explains why with increase in biomass dose at constant alum, the pH turned toward neutral or water pH is determined by the properties of each biomass.Similar pH trends to slaughterhouse wastewater using individual coagulants were obtained with other tested water samples but with slight variation (Figures9(a), 10(a), and 11(a)). Opposite trends to slaughter house waste water were nonetheless obtained for mixed coagulants (Figures 9(b), 10(b), and 11(b)) at high coagulant dose. From Figure 9(a) (M90 Water), at 0.05 g coagulant, the pH changed from initial value of 6.5 to 4.15, 7.49, 7.33, and 6.57 for alum, rice husk, cypress leaves, and Eucalyptus leaves, respectively. It subsequently reduced to 3.21, 5.43, 6.31, and 6.81 at 5 g of alum, rice husk, cypress leaves, and Eucalyptus leaves each, respectively. Meanwhile, for mixed coagulants, pH changed from initial value of 6.5 to 7.41, 7.31 and 6.32 for 0.05 g alum/0.05 g rice husk, 0.05 g alum/0.05 g cypress leaves, and 0.05 g alum/0.05 g Eucalyptus leaves, respectively. These pH values for mixed coagulants reduced to 3.72, 3.62, and 5.41 for 0.05 g alum/5 g rice husk, 0.05 g alum/5 g cypress leaves, and 0.05 g alum/5 g Eucalyptus leaves, respectively. These trends were the same but different in magnitude to well water (Figures 10(a) and 10(b)) and BSW water (Figures 11(a) and 11(b)) samples.The variation in pH results trends between slaughterhouse wastewater and other tested samples shows that the composition of the water determines the acid behaviour of the material use. The fact that eucalyptus seems to show more pH stability is normal as viewed from its surface properties given by FTIR results (Figure3(d)). The surface properties of alum and biomasses are dominated by the Si-O-Si in the order alum > rice husk > cypress leaves > Eucalyptus leaves.


## 4. Conclusion

The efficiencies of rice husk, cypress, andEucalyptus leaves as biocoagulants and a local kaolin obtained alum as chemical coagulant in reducing turbidity and stabilizing the pH of slaughterhouse wastewater and three other local drinking water sources were investigated. Results obtained showed that there is significant reduction in turbidity with an increase in coagulant dose for the two systems evaluated. The reduction is more significant in mixed coagulants than with individual coagulants. The findings of this work also show that high turbidity reduction is obtained in water with high turbidity than water with low turbidity. Equally, the composition of the water influences coagulation performance. The intensity of the siloxane group, Si-O-Si, from FTIR spectra follows the order alum > rice husk > cypress leaves > Eucalyptus leaves. Thus, coagulation performance of these samples also follows this order, hence indicating the siloxane group, Si-O-Si, is mainly responsible for the reactivity of these samples. The objective of using biocoagulants individually or mixed with alum in obtaining treated water with turbidity and pH values within the World Health Organization’s guideline value of 5 NTU and 6.5–8.5, respectively, was therefore achieved in this study under different tested process conditions. The tested biocoagulants highly abundant and low cost can substantially reduce use of chemical coagulant in water treatment in developing countries, hence reducing secondary contamination and water treatment cost as well as protecting the environment through easy recycling of the bio coagulant.



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*Source: 6858936-2021-09-06.xml*