w a t e r r e s e a r c h 4 6 ( 2 0 1 2 ) 3 1 7 7 e3 1 8 8 Available online at www.sciencedirect.com journal homepage: www.elsevier.com/locate/watres Electrocoagulation versus chemical coagulation: Coagulation/ flocculation mechanisms and resulting floc characteristics Tali Harif*, Moti Khai, Avner Adin Soil & Water Sciences Department, Robert H. Smith Faculty of Agricultural, Food and Environmental Quality Sciences, The Hebrew University of Jerusalem, POB 12, Rehovot 71600, Israel article info abstract Article history: Electrocoagulation (EC) and chemical coagulation (CC) are employed in water treatment for Received 1 December 2011 particle removal. Although both are used for similar purposes, they differ in their dosing Received in revised form method e in EC the coagulant is added by electrolytic oxidation of an appropriate anode 29 February 2012 material, while in CC dissolution of a chemical coagulant is used. These different methods Accepted 19 March 2012 in fact induce different chemical environments, which should impact coagulation/floccu- Available online 29 March 2012 lation mechanisms and subsequent floc formation. Hence, the process implications when choosing which to apply should be significant. This study elucidates differences in coag- Keywords: ulation/flocculation mechanisms in EC versus CC and their subsequent effect on floc Electrocoagulation growth kinetics and structural evolution. A buffered kaolin suspension served as a repre- Aluminum sentative solution that underwent EC and CC by applying aluminum via additive dosing Floc regime in batch mode. In EC an aluminum anode generated the active species while in CC, Growth commercial alum was used. Aluminum equivalent doses were applied, at initial pH values Zeta potential of 5, 6.5 and 8, while samples were taken over pre-determined time intervals, and analyzed Scattering exponent for pH, particle size distribution, z potential, and structural properties. EC generated fragile flocs, compared to CC, over a wider pH range, at a substantially higher growth rate, that were prone to restructuring and compaction. The results suggest that the flocculation mechanism governing EC in sweep floc conditions is of Diffusion Limited Cluster Aggregation (DCLA) nature, versus a Reaction Limited Cluster Aggregation (RLCA) type in CC. The implications of these differences are discussed. ª 2012 Elsevier Ltd. All rights reserved. 1. Introduction 1.1. Coagulationeflocculation and factors determining floc evolution CoagulationeFlocculation in general is a two phase process aimed at removing stable particles by forming larger aggregates that can be separated from the aqueous phase by a subsequent separation step. The preliminary phase is the coagulation phase in which destabilization is induced, either by the reduction of repulsive forces between particles or by the enmeshment in precipitates (Hogg, 2005). For insoluble particles, such as many minerals (e.g. Kaolin), inter-particle repulsion is usually due to electrical double layer interaction. The addition of soluble ionic species will affect the surface potential (electrical potential difference between the particle surface and the bulk solution) of colloidal particles by either adsorption to the particle surface or by double layer compression. Ionic species that are specifically adsorbed at the surface can include multivalent cations and anions, ionic * Corresponding author. E-mail addresses: [email protected] (T. Harif), [email protected] (M. Khai), [email protected] (A. Adin). 0043-1354/$ e see front matter ª 2012 Elsevier Ltd. All rights reserved. doi:10.1016/j.watres.2012.03.034 3178 w a t e r r e s e a r c h 4 6 ( 2 0 1 2 ) 3 1 7 7 e3 1 8 8 surfactants and, particularly in aqueous systems, hydrogen and hydroxyl ions (Hogg, 2005). The type of coagulation mechanism induced e be it surface adsorption or precipitate formation (“sweep “floc”) e when using metal salts (such as aluminum or iron) is governed by the solubility boundary of the coagulant and therefore is highly dependent on pH, and coagulant dose (Amirtharajah and O’Melia, 1990). Flocculation is the second stage of the combined process and consists of the aggregation of coagulated particles and/or precipitate precursors in flocs. Successful inter-particle aggregation will depend on the destabilization degree attained in the coagulation phase (the extent of a repulsive force barrier existing between the particles), and on the collision rate between the particles. The latter is a function of hydrodynamics dictated by system geometry and therefore can greatly differ between various systems (Bouyer et al., 2004). When referring to floc growth, several phases can be identified (Tambo, 1991). After a characteristic time, a steady state is reached between aggregation and fragmentation, marked by a floc size distribution that is constant with time and is unique to the prevailing shear conditions of each system (Spicer and Pratsinis, 1996; Bouyer et al., 2004; Jarvis et al., 2005a). In general, the overall floc growth rate (Rfloc) can be defined as (Jarvis et al., 2005a): Rfloc ¼ aRcol Rbr (1) Rcol ¼ rate of particle collision (frequency of collisions) Rbr ¼ rate of aggregate breakage a ¼ collision efficiency factor (fraction of collisions resulting in attachment) Floc growth will also be affected by the specific aggregate structure because a more open structure is considered to have a larger collision profile (Kusters et al., 1997). More porous flocs are fragmented by fluid shear stresses more rapidly than compact mass equivalent flocs (Potanin, 1991; Flesch et al., 1999). Restructuring can also occur, by re-aggregation of fragments or by shear interactions that rearrange the structure (Oles, 1992; Jarvis et al., 2005b). Two types of aggregation have been identified: diffusion limited cluster aggregation (DLCA) and reaction limited cluster aggregation (RLCA) (Tang et al., 2000; Bushell et al., 2002). The former occurs when the repulsive barrier between particles is low e forming looser, tenuous structures; the latter occurs when the repulsive barrier between particles is high e producing more compact and stronger structures (Tang et al., 2000). 1.2. Electrocoagulation in water treatment Electrocoagulation (EC) over the past decade has gained recognition as an effective process for various water treatment applications. Research into EC, although not extensive, has examined colloidal and organic matter removal (Vik et al., 1984; Matteson et al., 1995; Holt et al., 2002; Larue et al., 2003) and explored a wide range of applications in urban and industrial wastewater treatment (Ogutveren and Koparal, 1992; Alexandrova et al., 1994; Pouet and Grasmick, 1995; Belongia et al., 1999; Mollah et al., 2001, 2004; Adin and Vescan, 2002). Additionally, EC has been found to be an effective pre- treatment method prior to membrane filtration, both for achieving flux enhancement (Harif et al., 2006; Ben Sasson and Adin, 2010), and for optimizing virus removal (Zhu et al., 2005). Despite the research interest in EC, the vast majority of studies have been conducted at an applied level, rather than at a mechanistic one. Sporadic studies have explored some mechanistic aspects of the process, distinguishing between various coagulant species (Ben Sasson et al., 2009; Lakshmanan et al., 2009), and ascertaining how the unique chemical environment impacts the structural properties of flocs (Harif and Adin, 2007, 2011). Comparative studies with chemical flocculation (CC) are scarce, and limited to removal efficiency comparative assessments (Holt et al., 2002; Bagga et al., 2008; Cañizares et al., 2009). Hence, a more fundamental approach may be required to be able to postulate the relevance of the EC process in water treatment processes versus the CC approach. In EC the active coagulant species are generated in situ by electrolytic oxidation of an appropriate anode material, thus differing from CC in which chemical coagulants such as metal salts or polymers and polyelectrolytes are used. The half-cell electrochemical reactions occurring in the EC cell (using an aluminum anode) and their corresponding standard electrode potentials (written by convention as reductions) are: Cathode: 2H2 O þ 2e / H2ðgÞ þ 2OH ðaqÞ E+ ¼ 0:83 V (2) Anode: O2ðgÞ þ 4Hþ ðaqÞ þ 4e /2H2 O AlðaqÞ þ 3e /AlðsÞ 3þ E+ ¼ þ1:229 V E+ ¼ 1:662 V (3) (4) When considering the half-reaction standard potentials, anodic Al3þ dissolution yields a significantly lower Gibbs free energy compared to anodic water reduction, therefore Al3þ dissolution will ultimately dominate. Assuming that a minor portion of the current will go toward anodic water reduction the outcome is that hydroxyl ions (OH) will be formed at the cathode in excess in relation to hydrogen ions (Hþ) at the anode. Although Al(OH)3 precipitation can remove some OH this is not suffice to counteract the overall OH production. The rate of OH formation surpasses the rate of Al(OH)3 precipitation, even in optimal precipitation conditions, particularly when considering that 1 mole of produced Al3þ will divide into an array of hydrolyzed species, some of which are soluble. Hence, the overall reactions result in excess OH in solution, manifested in a transient pH rise over time. This phenomenon has previously been reported (Chen et al., 2000; Harif and Adin, 2007, 2011; Bagga et al., 2008; Lakshmanan et al., 2009; Cañizares et al., 2009) and differs greatly from CC, in which the pH decreases. Coagulation mechanisms depend primarily on pH and coagulant dosage, which govern speciation of the active mononuclear species (Amirtharajah and O’Melia, 1990; Sposito, 1996; Letterman et al., 1999; Duan and Gregory, 2003), thus such a difference is of pivotal importance when comparing both processes. Disparities may also exist in the hydrolysis of the w a t e r r e s e a r c h 4 6 ( 2 0 1 2 ) 3 1 7 7 e3 1 8 8 aluminum species. In EC, as opposed to CC, negative counter-ions are not added. Negative counter-ions can influence the aluminum hydrolyzed species, because they can replace the hydroxyl (Duan and Gregory, 2003) and their absence in EC may affect the coagulation mechanisms. The objective of this paper is to elucidate fundamental chemical differences existing between EC and CC that would impact coagulation mechanisms, flocculation behavior and subsequent floc characteristics. 1.2.1. Electrocoagulation technology and coagulant types The most basic EC reactor may be made up of an electrolytic cell containing one anode and one cathode. The anode metals most commonly used are aluminum or iron because when electrochemically oxidized they produce the most commonly used ionic coagulants, Al3þ and Fe3þ (or Fe2þ) respectively. The dissolution of coagulant into solution is governed by Faraday’s Law: w¼ ItM ZF (5) w ¼ metal dissolving (gr M/cm2) I ¼ current intensity (A) t ¼ time (s) M ¼ molecular weight of metal (gr/mol) Z ¼ number of electrons involved in the oxidation/reduction reaction F ¼ Faraday’s constant (96,485 C) Aluminum hydrolysis and mononuclear species formation following aluminum dosing has been discussed extensively in Amirtharajah and O’Melia (1990) and Duan and Gregory (2003). The solubility boundary of aluminum (0.03 mg/l Al3þ, at pH 6.3) denotes the thermodynamic equilibrium that exists between the dominant aluminum species and amorphous aluminum hydroxide, Al(OH)3, (the assumed solid form relevant in coagulation processes) at a given pH. Although dimeric, trimeric and polynuclear hydrolysis products of Al3þ can form, these can often be ignored, especially in dilute solutions, and may not affect the overall speciation (Duan and Gregory, 2003). As such, this paper will assume that mononuclear hydrolyzed species adequately predict Al(OH)3 precipitation. 1.3. Floc structural interpretation Characterization of structures can be done using various techniques which are reviewed in Jarvis et al. (2005b). Static light scattering will be used in this research, and is considered advantageous due to the non-interfering nature of the technique (Thill et al., 2000). 1.3.1. 3179 aggregates. Calculating fractal structures derived from fractal mathematics (Mandelbrot, 1982) is extensively discussed elsewhere (Bushell et al., 2002; Jarvis et al., 2005b). Using the fractal dimension as a measure of structural measurements is applicable if the RayleigheGanseDebye (RGD) approximation is met, for non-absorbing particles in the limit that both: jm 1j 1 (6a) ð4pn=lÞL jm 1j 1 (6b) where m is the relative refractive index of the scatterers (primary particles) and L is the length of the scattering body (the diameter of the primary particles). For amorphous Al(OH)3 nucleation clusters (hereafter termed “Al(OH)3 precursors”), a refractive index of 1.59 can be used as an approximation, based on the refractive index range of other Al(OH)3 solid forms (Li et al., 2005; Harif and Adin, 2011), thereby fulfilling the requirements in equations (6a) and (6b). The fractal dimension of an aggregate, assuming RGD approximation, is acquired from the slope of the logarithmic plot of the angular scattering intensity (I(q)) versus the momentum transfer (q). However, due to variations in aggregate structures and sizes comprising the entire scattering volume, the absolute slope of the logarithmic plot of I(q) versus q will be referred to as the scattering exponent (SE), as it may not necessarily represent the real mass fractal dimension of all the aggregates. The SE, however, does still portray structural properties, and higher SE values will indicate more compact aggregates e and vice versa (Guan et al., 1998; Waite, 1999). The system presented in this study represents a complex water system, thus the light scattering results presented for a mixture of Al(OH)3 precursors and kaolin should be interpreted with caution. However, for relatively narrow size distributions, polydispersity effects are expected to be insignificant (Lawler, 1997; Bushell and Amal, 1998). 2. Materials and methods 2.1. Colloidal suspension 1.2 g of kaolin (AlSi2O5(OH)4, Aldrich Chemical Company Inc. USA) was suspended in 20 L of distilled water (60 mg/l final concentration), dispersed and homogenized using an Ultraturax 2000 (Ganke and Kunkel, GMBH). 1.66 g of NaHCO3 (BDH Laboratory Suppliers, UK) was added (final concentration 83 mg/l), the pH was corrected to 5, 6.5 and 8 with NaOH or H2SO4, and conductivity was increased to 1 mS/cm with NaNO3 (Riedel-Dehaen, GMBH). Light scattering techniques Particle scattering patterns and intensities can be translated into a measure of the particle size, according to available approximations that were developed for particles of different sizes and optical properties (Sorensen, 1997). The scattering patterns are related to the scattering angle in a way which can be used to obtain information also on the structure of the 2.2. Coagulation cells 2.2.1. Electrocoagulation cell An EC batch cell was designed. It consisted of a plexyglass cap, which could be fitted onto a 1 L chemical glass and to which the electrodes were attached. The inner electrode, the 3180 w a t e r r e s e a r c h 4 6 ( 2 0 1 2 ) 3 1 7 7 e3 1 8 8 cathode, was made from stainless steel and concentric in form (H ¼ 10 cm, D ¼ 2.5 cm). It was fitted onto the arm of the magnetic stirrer, and stationary throughout all the experiments. The outer electrode, the anode, was made from aluminum, designed, also concentric in form with dimensions: H ¼ 10 cm, D ¼ 9.5 cm. The electrodes were connected to a DC external power source. 2.2.2. Chemical coagulation cell To attain comparative chemical conditions between the processes, for each time increment, alum was added to the suspension for identical time intervals as current operation in the EC cell. A 1 L chemical glass was used, fitted with the identical plexyglass cap and magnetic stirrer used in the EC cell, and a stock solution of commercial alum (Al2(SO4)318H2O, SigmaeAldrich, Israel) was fed using a syringe pump (74900 series, ColeeParmer, USA). 2.3. Floc size and structure analysis Size distributions and structural information of kaolinAl(OH)3 flocs were determined as a function of time using a Mastersizer Microplus (Malvern Instruments, UK), which ascertains size by analysis of forward scattered light. The size distribution data given by the instrument covers the size range of 50 nme500 mm. Size distribution information was obtained using supplied software which uses Mie theory to develop a scattering pattern that matches the scattering pattern of the sample being measured. Information on mean distribution size is presented in this paper as the volume mean diameter: DðV; 0:5Þ ¼ X X ðVi di Þ= Vi i (7) i Where Vi is the relative volume in size class i with mean class diameter di. Information on floc structure was obtained by measuring the intensity of light (I ) at all detectors, for three consecutive runs, and plotting log I versus log q. Information regarding the angles of the detectors and intensity correction data, based on the geometric configuration of the detectors, was supplied by Malvern Instruments. 2.4. the electrostatic forces of repulsion between charged particles which changes with the addition of a coagulant. 2.6. Experimental procedure 2.6.1. Electrocoagulation The EC apparatus was fixed onto a 1 L chemical glass containing 800 ml of kaolin suspension, the electrodes submerged in the suspension, and magnetic stirrer set at a constant gentle speed of 145 rpm. The stirring speed was selected to induce floc growth over the defined experimental time range, based on preliminary experiments. EC was conducted in galvanostatic mode: the current was set and the potential found its own value dependent on the system’s overall resistance. This ensured coagulant production at a pre-determined rate, defined by Faraday’s law. Preliminary experiments were conducted to ensure that the aluminum dissolution could be calculated by Faraday’s Law. Fig. 1 shows a comparison between the theoretical and actual aluminum dissolution, as a function of time, in an EC cell using an aluminum anode and stainless steel cathode. Aluminum dissolution was measured by weighing the anode at each time interval. The graph shows a nearly ideal correlation between the theoretical calculation, using Faraday’s Law, and the actual values obtained. These values cover much higher aluminum doses and longer time spans than applied in this research, thus we can conclude that the set-up can generate a target aluminum dose. A stainless steel cathode was chosen to minimize effects of cathodic dissolution that would lead to a positive deviation from the theoretical Faradaic values. The topic of cathodic dissolution in EC cells and ways to overcome this phenomenon are discussed in Ivanshivili et al. (1987) and Picard et al. (2000). The mixing regime applied was chosen to enable discrete monitoring of floc evolution during coagulation and initial growth stages and provided the platform for analogous fundamental evaluation. At various time intervals (0, 3, 6 and 10 min) samples were taken for analyses (pH, size distribution, Image analysis Image analysis was used in conjunction with scattering measurements as a complementary analysis to ascertain qualitatively floc properties over time. The flocculated suspension was gently poured into a petri dish and the flocs were photographed using a digital camera (model DP11, Olympus, Japan) which was mounted on a Stereoscope (model SZX12, Olympus, Japan). All photographs were taken at 3.0 mega pixel resolution, and magnification 50. 2.5. z potential The z potential of the suspension was measured using a Zetamaster S (Malvern Instruments, UK). Each result was an average of three readings. Its value determines the extent of Fig. 1 e A comparison between theoretical and actual aluminum anodic dissolution in the EC cell, using an aluminum anode and stainless steel cathode. w a t e r r e s e a r c h 4 6 ( 2 0 1 2 ) 3 1 7 7 e3 1 8 8 z potential and image analysis). The complete dose of aluminum was achieved at 10 min, for each applied current, after which additional aluminum was not introduced into solution. At optimal sweep floc conditions (initial pH 6.5) samples underwent continuous mixing and measurements were taken again at 15 min. For all size distribution measurements, the Mastersizer Microplus was operated at the lowest possible pump speed of 400 rpm, so to minimize disruption of floc structure. Qualitative analysis using image analysis techniques corroborated relative floc sizes attained. The currents used for the experiments were 0.042 A, 0.11 A and 0.22 A, yielding aluminum doses of 2.4 mg/l, 6.5 mg/l and 13 mg/l respectively. These doses are equivalent to aluminum content in 30 mg/l, 80 mg/l and 160 mg/l commercial alum (Al2(SO4)318H2O) used in the CC experiments (8.1% of the total molecule). 2.6.2. Chemical Coagulation A 1 L chemical glass containing 800 ml of kaolin suspension was fitted with the plexyglass cap and magnetic stirrer set at 145 rpm (as in all EC experiments). A stock solution of 10 103 mg/l commercial alum (Al2(SO4)318H2O) was prepared and fed at a preset dosing rate of 0.24 ml/min, 0.64 ml/min and 1.28 ml/min, to achieve final doses of 30 mg/l, 80 mg/l, and 160 mg/l respectively. The alum was introduced into solution over the identical time span as current operation in the EC cell (10 min). In optimal sweep floc conditions (initial pH 6.5), the suspension underwent continuous mixing for an additional 5 min. Samples were taken for analyses (pH, size distribution, z potential and image analysis) at 0, 3, 6, 10 and in optimal sweep floc conditions also at 15 min. The mixing conditions applied both in the EC cell and CC cell were aimed at inducing floc formation. A range of average velocity gradients have been used in various studies examining the impact of shear stress on floc growth, and empirical relationships developed (Jarvis et al., 2006). However, deviations between the average velocity gradient and resulting floc sizes are apparent, while it is known that a specific floc growth curve is unique to each system (Spicer et al., 1998; Bouyer et al., 2004; Jarvis et al., 2005a). Furthermore, studies have suggested that local velocity gradients have a more significant impact then average velocity gradients leading investigators to adapt the use of rpm instead of a calculated average shear velocity (Jarvis et al., 2006). In light of this, the results obtained from using a specific mixing regime, must be limited to the set-up. In this study, the results are comparative and relevant to a mixing regime that can be considered representative and falls within the wide range of velocity gradients applied for attaining floc growth. 3. Results and discussion 3.1. Size distributions and floc formation pH 5 and 8 Figs. S1 and S2 in supporting information show representative growth histograms obtained with CC and EC respectively. In CC, at pH 5, no substantial floc growth was observed. On the other hand, in EC, at pH 5, all currents yielded flocs of considerable size, with modal diameters reaching above 3181 300 mm. In CC, at pH 8, floc formation was observed only with 160 mg/l alum. The growth histogram indicates a very short induction period (up to 3 min), after which slower growth is observed, with final modal diameters reaching 250 mm. In EC, at pH 8, floc formation did not occur, for all currents applied. The histograms attained in EC at pH 5 show a long induction phase, and a paced type of growth. Interestingly, despite this, the final modal diameters attained were larger than those obtained in CC at pH 8 with 160 mg/l alum; 300 mm versus 250 mm, for EC and CC respectively. The results suggest a low collision frequency and efficiency for EC at pH 8 compared to CC, however at pH 5, this is reversed. The collision frequency is a function of precursor particle concentration (kaolin primary particle concentration, and precipitation of Al(OH)3 precursors formed by addition of aluminum coagulant into solution), aggregate geometry/ collision profile, and the latter a function of repulsive electrostatic barriers (Kusters et al., 1997; Chakraborti et al., 2003). The pH and z potential measured over each time increment in these experiments (Fig. 2) can shed light on the different growth behavior observed between both types of coagulation. The first most prominent difference observed between EC and CC pertains to the pH change over time. In general, in EC the pH rises, whereas in CC the pH decreases. This phenomenon and its significance have been discussed previously. At pH 8, in EC, the pH did not change for the duration of the experiments, for both currents applied. The z potential of the solution also was stable, and maintained a value of approximately 40 mV. Both z potential and pH stabilization at pH 8 suggest the removal of excess OH from solution. Removal could be attributed to the buffering capacity of the solution, which was maintained due to bicarbonate predominating at pH 8 under open atmosphere, and also to formation of neutrally charged species, Al(OH)3. The formation of Al(OH)3 in these conditions would be primarily dictated by Le Chatelier’s principle, due to excess OH cathodic formation, which drives the solubility equilibrium toward precipitation. The overall removal of OH from solution, maintains the pH at a stable value, inhibiting a pH rise and subsequent formation of negatively charged species (Al(OH)4), which otherwise would have lowered the z potential to a more negative value. The coupled effect obstructs the growth of Al(OH)3 precursors into larger flocs, due to the high repulsive electrostatic barrier which exists in solution (reflected by the very negative z potential). On the other hand, when applying CC at pH 8, the pH is lowered, and reaches 5.8 for a dose of 160 mg/l alum. Floc growth was not evident at pH 8 for lower doses of alum. The pH value reached was not low enough to induce adequate positive mononuclear species (AlOH2þ, Al(OH)þ 2 ) formation, which would have lowered the electrostatic repulsive barrier, depicted by a shift in the z potential toward a more positive value. Conditions in which both the electrostatic repulsive barrier is adequately lowered (reflected by a more positive z potential value of 10 mV), and Al(OH)3 precursor mass production is suffice, occurs when applying a high alum dose. The induction period is short, indicating high collision efficiencies at the early stages, however the growth kinetics show that as the flocculation progresses, the rate of growth slows, suggesting that a steady state between aggregation and fragmentation is being reached (Oles, 1992; Spicer et al., 1998; Jarvis et al., 2005a). 3182 w a t e r r e s e a r c h 4 6 ( 2 0 1 2 ) 3 1 7 7 e3 1 8 8 Fig. 2 e A. pH changes at initial pH 5, B. pH changes at initial pH 8, C. z potential changes at initial pH 5, D. z potential changes at initial pH 8. Each z potential result is an average of three consecutive readings. At pH 5 positive aluminum mononuclear species (AlOH2þ, Al(OH)þ 2 ) govern the solution. In EC, the pH rises substantially and conditions become favorable for Al(OH)3 precipitation (transition into sweep-floc regime), subsequently causing an acceleration in floc growth at later stages. The reason for pH rise is excess cathodic production of OH, and in addition the lowered buffering capacity of the solution at pH 5, due to transition toward CO2 gas formation (originating from bicarbonate), which diffuses out of solution under atmospheric pressure. The size distribution spreads indicate that smaller particles are being formed simultaneously, and are able to aggregate more efficiently into larger flocs at higher currents. For both currents at initial pH 5, the z potential exhibits charge reversal, with similar values reaching þ18 mV at the termination of the process (10 min). The rather large disparities in z potential attained at initial pH 5 between EC and CC are most likely due to the soluble negative ions introduced with the chemical coagulant that mask the positive ion affect thus limiting the z potential from reaching very positive values. Despite the higher repulsive barrier, EC was able to generate flocs, suggesting that floc growth at this pH is derived from increased Al(OH)3 precipitate mass formation at higher currents leading to higher collision frequencies. In CC, despite attaining a lower repulsive barrier, reflected by a near isoelectric point z potential, precursor formation is limited, as the pH values inhibit Al(OH)3 precipitation. 3.1.1. pH 6.5 At initial pH 6.5, both CC and EC yielded sufficient floc growth for all alum doses and all currents applied. At this pH, Al(OH)3 precursor formation is nearly optimal as the minimum solubility of Al(OH)3 occurs at pH 6.3 (Amirtharajah and O’Melia, 1990). As such, these conditions were chosen to serve as a basis for structural comparisons between flocs obtained in each process, and an additional 5 min mixing was used to attain longer growth periods. Representative growth histograms are shown in Fig. 3. Floc size evolution over time show for all applied currents and lower alum doses growth up to modal diameters of approximately 380 mm, with the size distribution spread reaching the upper detection limit of the instrument. Previous studies examining alum induced flocculation of colloidal suspensions have documented modal diameters from 200 mm (Bouyer et al., 2004) to 500 mm (Spicer et al., 1998), following 15 min of slow mixing. The floc sizes attained in this study are well within that range, hence we can assume that the additive dosing regime applied in CC was able to generate floc sizes compatible to conventionally practiced methods. For a high alum dose the modal diameter obtained at 15 min is lower, and reaches 200 mm. For 0.042 A the induction phase is longer than that observed for 0.22 A, but at 6 min accelerates, yielding modal diameters similar to those attained with the high current (above 300 mm). For 0.22 A, acceleration in growth at 6 min is also observed, resulting in near maximum modal diameters by 6 min. The growth inhibition evident at 10 min and above, is due to the enhanced breakage rate, dictated by shear forces which restrict evolution into a larger floc. EC produces narrower size distributions at 10 and 15 min compared to CC, while both processes exhibit wide size distributions up to 6 min. The wide size distributions indicate 3183 w a t e r r e s e a r c h 4 6 ( 2 0 1 2 ) 3 1 7 7 e3 1 8 8 Fig. 3 e Growth histograms obtained with low and high alum doses and applied currents at initial pH 6.5. Coagulant addition occurred over the first 10 min, following an additional 5 min mixing period, in aim of attaining longer growth patterns. The size distribution at 0 min is that of the initial kaolin suspension. pH 8 A 0.042A 7 0.11A 6 0.22A 30mg/l 5 80mg/l 4 0 5 0 30 20 ζ Potential (mV) that while growth into larger floc is occurring, smaller particles are simultaneously being formed. For 0.22 A growth acceleration occurs at 3 min, while for 0.042 A at 6 min, indicating a linear trend between current applied and floc formation. CC, on the other hand, attains floc sizes similar to those reached in EC at a slower rate (at 10 min and above as opposed to 3 and 6 min in EC). These differences can be explained by Al(OH)3 precursor formation, pH changes and z potential changes over time. Fig. 4 shows the differences in z potential and pH values for each time increment, between EC and CC at initial pH 6.5. The differences in pH and z potential values over time in both processes underline the differences in the physicochemical environments both induce. For alum dosing of 80 mg/l and 160 mg/l the pH rapidly decreases at 6 min dosing, reaching pH values below 5, by the end of the process. Dosing of 30 mg/l alum, however, lowers the pH marginally, stabilizing at a value of 6 during the final stages of the process. In these conditions a larger number of Al(OH)3 precursors can form, as opposed to the higher alum doses, because all growth stages occur within nearly optimal sweep-floc regime; hence the increased growth and larger final sizes. Despite a stronger repulsive barrier (reflected by a more positive z potential) exhibited in CC versus EC, growth is appreciable, and for 30 mg/l reaches a maximum modal diameter of 380 mm. For the higher alum doses transition out of sweep-floc regime toward positive mononuclear speciation is pronounced, limiting mass precursor formation in the overall process, which in turn, limits floc growth. 10 0 B 5 10 Time (min) Time (min) 10 15 160mg/l 15 0.042A 0.11A 0.22A -10 30mg/l -20 80mg/l -30 160mg/l -40 Fig. 4 e EC and CC at initial pH 6.5 A: Changes in pH values over time for all currents and alum doses applied. B: Changes in z potential values over time for all currents and alum doses applied. Each z potential result is an average of three consecutive readings. 3184 w a t e r r e s e a r c h 4 6 ( 2 0 1 2 ) 3 1 7 7 e3 1 8 8 In EC, the z potential values following application of current approach the iso-electric point, indicating a diminished electrostatic repulsive barrier. As such, the limiting factor for floc growth in EC at initial pH 6.5 is apparently a decrease in collision frequencies, due to transition out of sweep-floc regime. The pH rise, stemming from excess OH cathodic production and lowered buffering capacity (due to CO2 gas diffusion out of solution under atmospheric pressure following the initial pH correction) indicates that the precipitation potential of Al(OH)3 decreases over time, resulting in less OH removal. The enhanced production of Al(OH)3 precursors at the initial stages of the process, most predominant at 0.22 A (exhibiting a very short induction period), enables adequate precursor mass formation that lay the foundation for appreciable floc evolution, despite the transition into unfavorable precipitation conditions, as the process progresses. 3.2. Floc growth profiles at pH 6.5 Gaining a deeper understanding of specific growth kinetic patterns between both processes in sweep-floc range requires plotting the volume mean diameter against time. Fig. 5 shows the evolution of volume mean diameter for all currents and alum doses applied at initial pH 6.5, and interestingly unveils distinct differences in growth kinetics between EC and CC. Significant variations between both processes are evident. The particular growth patterns representative of each process are a product of solution chemistry that gives rise to different floc sizes, structures, strengths and subsequent collision profiles, the importance of which has been presented elsewhere (Potanin, 1991; Oles, 1992; Spicer and Pratsinis, 1996; Kusters et al., 1997; Flesch et al., 1999; Waite, 1999; Chakraborti et al., 2003). EC shows distinctly faster growth rates, compared to CC, for all applied currents and alum dosing concentrations. In EC, a higher dose produces both a faster growth rate and larger final floc sizes. In CC, on the other hand, a linear correlation between growth and dose was not observed, and for sweep floc conditions, the lowest dose yielded both faster growth rates and larger final sizes. For 30 mg/l alum the final volume mean diameters are similar to those attained for 0.22 A, but the path is somewhat different. For 0.22 A, a distinct sigmoidal profile is observed, showing pronounced fragmentation at 6 min, indicating transition into steady state flocculation (Spicer et al., 1998; Bouyer et al., 2004; Jarvis et al., 2005a). For 30 mg/l the growth profile is also sigmoidal, with a mild deceleration observed around 12 min, indicating fragmentation only at later stages. The growth curves of the flocs obtained from applying smaller currents show also sigmoidal behavior e fragmentation occurring at 6 min and 10 min for 0.11 A and 0.042 A respectively. Alum dosing at higher doses produced growth curves devoid of sigmoidal behavior, yet suited to polynomial growth. In CC of a kaolin clay suspension using alum, the rate determining step is dictated by interparticle collision (Matsui et al., 1998). It seems that in EC, this step is shortened, due to higher Al(OH)3 precursor mass production leading to a higher collision frequency. This, coupled with a lower repulsive barrier, induces a rapid growth rate. In CC, the floc growth is indeed slower, suggesting smaller collision profiles. The flocs formed in EC apparently possess a weaker strength and are more susceptible to fragmentation. For sigmoidal growth curves, transition into steady state occurred in EC at approximately 220 mm, 180 mm and 200 mm for 0.22 A, 0.11 A and 0.042 A respectively. This occurred in CC (30 mg/l) at approximately 260 mm. Floc strength is indicated by the size of a floc attained at a given shear rate (Jarvis et al., 2005a). The general understanding is that strength increases with increasing size, a relationship found to be particularly appropriate for alumino-clay and alumino-humic flocs (Bache and Gregory, 2010). The strength referred to is for the given shear condition under which the flocs were formed. In addition to floc size, floc structural evolution can be indicative of floc strength, as the floc bonds (numbers and strength) will dictate a floc’s propensity to undergo restructuring. Hence, complementary structural analysis was performed to attain a comprehensive picture of specific flocculation mechanisms and floc structural behavior, which are apparently individual to each process. 3.3. Fig. 5 e Evolution of volume mean diameter for all currents and alum doses at pH 6.5. The fitted curves show for all currents and lowest alum dose a sigmoidal growth pattern, indicating a fragmentation stage, and for higher alum doses, a second order polynomial pattern, indicating no fragmentation. All coefficients of determination (R2) are in the range of 0.98e0.99. Floc structural evolution at pH 6.5 Typical scattering plots (I(arb) versus q(nm1)) were used to obtain the structural data. Interpretation of these plot types is explained elsewhere (Thill et al., 2000; Bushell et al., 2002). For all scattering graphs, one decade of linearity was observed for 1.4*104 < q < 1.6*103 (Figs. S3 and S4 in supporting information). This region was used to calculate the scattering exponent (SE) from the graph slopes. Table 1 summarizes the SE values obtained. The flocs formed with all currents applied in EC, underwent compaction resulting in a final SE, at 15 min, which is higher than that obtained during the initial 3 min. In some cases, fluctuations in the structural evolution are apparent, suggesting the flocs are of fragile nature, and are prone to fragmentation and restructuring, and ultimately compaction. In CC, on the other hand, for 30 mg/l alum, at which appreciable growth is observed, the structural evolution shows that 3185 w a t e r r e s e a r c h 4 6 ( 2 0 1 2 ) 3 1 7 7 e3 1 8 8 Table 1 e Scattering exponent values for time increments over 3e15 min, obtained at pH 6.5 for all currents and alum doses applied. The higher values indicate a more compact structure and the lower values a more porous structure. Time (min) Scattering exponent 30 mg/l Alum 3 6 10 15 1.99 0.03 1.91 0.02 1.83 0.01 1.78 0.02 0.042 A 1.83 1.93 1.89 1.93 0.04 0.01 0.02 0.01 80 mg/l Alum 1.87 0.02 1.89 0.01 1.82 0.01 1.84 0.01 at initial stages of flocculation, a more compact structure exists that becomes more porous, as the flocculation progresses. Both favorable Al(OH)3 precipitation conditions and surface forces enable growth into a larger floc, that exhibit a stability not observed for equivalent sized flocs obtained in EC. The SE values obtained for the higher alum doses change insignificantly throughout the process, maintaining generally a stable value, within a margin of error. These doses also generated slow growth profiles, and smallest floc sizes, due to smaller collision profiles, because of growth limitation dictated by a high repulsive barrier and transition into inadequate Al(OH)3 precipitation conditions. Comparison of SE values arising from conditions in which floc growth generated comparable floc sizes (30 mg/l alum versus 0.22 A), indicates different aggregation regimes, dictated by different collision mechanisms. In EC, it seems that the flocs form by a DLCA type of reaction, whereas in CC the aggregation is more of an RLCA nature. DLCA occurs when there are negligible repulsive forces between colloid particles, causing particles to “stick” 0.11 A 1.78 1.95 1.88 1.93 0.02 0.01 0.02 0.01 160 mg/l Alum 0.22 A 1.81 0.03 1.84 0.01 1.84 0.01 1.86 0.01 1.77 0.02 1.78 0.01 1.81 0.02 1.86 0.01 readily upon contact and form tenuous structures (Tang et al., 2000). These structures have higher collision profiles, yet are prone to fragmentation and restructuring. As such, in EC the repulsive barrier is indeed negligible thus enabling accelerated growth. However, the large tenuous structure, and subsequent large collision profile at the early stages, seems fragile and more susceptible to the applied shear force, hence floc restructuring occurs, leading to a more compact form by the end of the process. The gaseous products (hydrogen and oxygen) formed in EC process could also facilitate the adhesion of precursor particles together. Bubble nucleation rate increases with increasing currents (Shahjahan Kaisar Alam Sarkar et al., 2010), and indeed could impact the linear correlation existing between current applied and floc growth in EC. RLCA occurs when a substantial repulsive force remains between particles, so the “sticking” probability diminishes and particles rely on many collision frequencies to form a stable floc. In this case, the floc formed will exhibit a tighter and more compact structure. In CC the repulsive barrier is Fig. 6 e A visual comparison of floc images formed at 6 and minutes with 30 mg/l alum dosing and 0.22 A. Magnification 503, a comparative scale of 500 mm is shown in the lower right image. 3186 w a t e r r e s e a r c h 4 6 ( 2 0 1 2 ) 3 1 7 7 e3 1 8 8 indeed higher, leading to a slower growth curve, yet evolution of a more strong and compact floc, able to withstand shear forces. The result of this was structural evolution into a final more porous structure than attained in EC. Structural evolution, as floc size evolution, is dependent not only on solution chemistry (dictated by the coagulant dose and water characteristics) but also on specific flocculation conditions (shear and time). Cycled shear flocculation and tapered shear flocculation have shown to yield distinct structural differences (Spicer et al., 1998). The mixing conditions in this study are assumed to be indicative of alum induced flocculation at a constant applied shear. Therefore the structural differences documented are relevant to the floc growth phase and transition into steady state. Qualitative image analysis of the flocs corroborated the scattering structural analysis. The flocs formed by alum dosing are indeed more compact, well defined and denser compared to the flocs formed by applied current, which appear “fluffy” and transparent. Fig. 6 shows visual differences in floc structure at 6 and 10 min, using 30 mg/l alum versus 0.22 A. 4. Concluding remarks Although EC and CC are considered similar coagulation processes, targeted toward particle removal, in fact substantial differences exist between them in terms of coagulationflocculation mechanisms and floc evolution patterns. The conclusions presented are based on a comparative evaluation of solution chemistry and kaolin-Al(OH)3 floc evolution throughout growth stages. The authors acknowledge that the choice of an additive dosing regime for CC is not common practice, however, inducing time discrepancies between dosing regimes would result in divergent coagulant concentrations, and subsequent coagulation-flocculation conditions in which disparities would not be comparable at the mechanistic level. In effect, the applied CC dosing regime did produce flocs comparable to other studies using the standard method. In general, most studies exploring floc evolution using chemical coagulation have limited the findings to the unique experimental set-up because different systems have shown to produce widely variable results with regard to floc formation rate and structural characteristics (Spicer et al., 1998; Bouyer et al., 2004; Jarvis et al., 2005a; Bache and Gregory, 2010). Notwithstanding, we postulate that the comparative supporting evidence provided can be projected to larger systems. The overall distinct solution chemistry divergences observed e a function of the particular coagulant addition method e are of a magnitude that heavily impact coagulation mechanisms. As the coagulation mechanism attained is the core driver of floc evolution in growth phase conditions, the implications of using EC or CC should be significant. For equivalent coagulationeflocculation conditions, EC is able to produce flocs over a wider range of pH values relevant to water treatment, apparently at a more rapid rate. Floc structural evolution in EC suggests the formation of structures that are relatively porous and fragile, prone to restructuring and compaction. Both the floc formation rate and structural evolution patterns in EC, obtained in optimal sweep floc conditions (initial pH 6.5) point to a DLCA mechanism versus an RLCA type in CC. On a practical note, EC can diminish the need for pH adjustment at low initial pH values, and could be specifically suited to processes in which shorter flocculation times are applied and initially a more porous (less dense) aggregate is favored (i.e. dead-end/cake filtration, dewatering, flotation). Smaller and more compact structures, less prone to shear stress over longer flocculation times, like those generated in CC, would most likely be suited to processes incorporating higher shear environments. In line of this, particular attention should be made when choosing to use either EC or CC, depending on treatment process and overall objectives. 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