1. Introduction
Chytriomyces hyalinus, is a fresh water fungus which degrades organic matter as well as carbohydrates on adverse conditions of water quality [1,2]. It was unknown, until recently, how the proteollytic enzimes that allow the fungus survival in adverse conditions, remove the organic pollutants [3].
Some recordings about fungus aerobic treatments on industrial wastewater presents a 90% reduction in color, turbidity and phenols amount [4,5], an 80% in ammonia denitrification [6-8], 50% Cr (VI) loss [9] also 80 % nitrite and nitrate diminution [2]. Some fungi species such as Aspergillus niger, Aspergillus oryzae, Penicillium corylophilum and Trichoderma viridae can be used as treatments with a 50% - 80% efficiency range showing a COD decrease on industrial wastewater [10-12]. Aspergillus oryzae and Rhizopus oligosporus FBP (Fungal Biomass Protein) remove in a 75% the ammonia amount on industrial wastewater with anaerobic treatments [10].
Based on these traits, Chytriomyces hyalinus can be employed as industrial wastewater biological treatment owing to the fact that degrades soluble and colloidal organic matter. Such treatment consists in the oxidation of the organic matter by bacterial, fungus, protozoa and microalgae consortiums [7,8,13-18]. In this procedure the microorganisms reduce the COD and BOD [19,20].
In many cases, industrial wastewater inhibit the degradation ability of the biological treatments probably due to its effluent character that commonly contains several organic and inorganic pollutants such as phenols, solvents, aromatics, organic matter, metals, dyes, nitrate, nitrite, chloride and salts [6,7,21-24]. In order to solve this problem and increase the efficiency, some authors coupled them with ozono, photocatalysis [4] filtrations [22], Fenton reactions [25,26], chemical coagulants [27, 28] and lastly Fe and Al electrocoagulantion [25,29,30]. Electrocoagulations consists in the formation of metallic hydroxide such as Fe(OH)2 and Al(OH)3 within wastewater by electrodissolution of a soluble anode, this method frequently uses electrodes made of iron (Fe) or aluminum (Al); four phases can be observed: firstly an electrolytic reaction at electrode surfaces, secondly the formation of coagulants in the aqueous phase, then the adsorption of soluble or colloidal pollutants on metallic coagulants, and finally the removal by sedimentation or flotation [25,31,32]. The reactions to aluminum electrodes are shown next:
Anode: Al ® Al(aq)3+ + 3e (1)
Cathode: 3H2O + 3e ® 3/2H2 + 3OH– (2)
Anode: 2Al + 6H2O + 2OH– ® 2+ 3H2 (3)
The Al(aq)3+ and OH– ions are generated by an anode (1) and a cathode (2) form several monomeric species previous to Al(OH)3 coagulant (3) which oxides the pollutants and remove them by sedimentation [25], in this process the electrocoagulant Al(OH)3 increases the wastewater pollutant bioavailability to the biological treatments [33].
Lately, the electrochemical treatment of wastewater applies a continuous systems since the procedure increases the wastewater pollutants bioavailability and operate with dynamic treatment plants parameters such as flows, ventilations, hydraulic and organic charge, liquor mix and resident times [14,19,20,34,35].
Due to the bioavailability increment of the industrial wastewater pollutants to biological treatments by electrocoagulations was noticed. The present work evaluates the effect of Chytriomyces hyalinus, whose has not been used as biological treatment for industrial effluents, on industrial wastewater pre-treated with aluminum electrodes in a continuous system.
2. Materials and Methods
2.1. Wastewater Samples
The industrial wastewater was collected in an industrial treatment plant in México State; 10 L samples of water were taken prior to the primary clarifiers every month during March-November 2011. The samples were transported in 10 L plastic containers and stored to 4˚ for 24 hrs following the Mexican [36] and International [37] normative.
2.2. Chytriomyces hyalinus and Electrocoagulations Pretreatment in a Continuous System
The continuous system applied to evaluate the effects of Chytriomyces hyalinus on electrocoagulation pre-treated industrial wastewater, shown in Figure 1, are based on [35] and [33] systems. The continuous system contains an electrocoagulation column coupled with a Chytriomyces hyalinus aerobic biological reactor.
2.2.1. Electrocoagulations Reactor
The electrocoagulation reactor contains four circular aluminum electrodes arranged vertically into an 11 × 20 cm column, the electrodes area is 63.61 cm2 and 0.05 A/cm2 of current density. The system operates with 1 L of wastewater volume, a peristaltic pump, constant flow of 50 ml/min, 3.4 A of electrical current, 2.0 psi of ventilations, temperature of 19˚C and 15 min of electrochemical pretreatment [29,33].
2.2.2. Biological Reactor with Chytriomyces hyalinus
Chytriomyces hyalinus strain was obtained from isolations made to freshwater samples, which were taken from a water body near to Lerma River in Mexico State. Five Chytriomyces hyalinus isolations were made in aseptic conditions using queratine extract medium (KEM) containing 100 mL of queratine liquid extract, 0.5 g NaCl, 0.2 g MgCl, 0.05 g glucose and 1000 mL distilled water. The isolations were incubated up to seven days maintaining 20˚C. The biomass of Chytriomyces hyalinus developed around organic matter flocks in the aseptic medium was
Figure 1. Electrocoagulations-Chytriomyces hyalinus continuous system.
removed by aseptic vacuum filtrations using filter paper Whatman 4, after that the filtering obtained was inoculated in the biological reactor, described in the Figure 1, with 1:1 concentrations of Chytriomyces hyalinus strains and sterile distilled water, this activated sludge was maintained with 2.0 psi of ventilation during 8 hrs previous to electrocoagulation pre-treatment [24,38].
The electrocoagulation wastewater pre-treatment was conducted to Chytriomyces hyalinus biological reactor by peristaltic pump, Figure 1. The biological reactor was operated with 2.0 psi of ventilations, temperature of 19˚C, and constant flow of 50 ml/min and 60 min of biological treatment.
The Chytriomyces hyalinus strain was characterized utilizing an optical microscopic considering the morphology and sporangia biomass (SB) using KOH 5%, congo red as biological dye and a Leica microscope GME model, the SB in activated sludge and liquor mix was 345 sporangia/mL, this obtained using a Marienfeld Neubauer chamber [39]. The industrial pollutants toxic effects in the biological treatment was evaluated with the SB (sporangia number/mL of liquor mix) during the biological treatment as well [24,39].
2.3. Wastewater Characterizations
Wastewater was characterizes using pH, conductivity, color, turbidity, BOD5, COD, nitrate and nitrite parameters according to the Mexican [36,40,41] and International [37] normative.
2.4. pH and Conductivity
Conductivity and pH were measured directly on wastewater before and after electrochemical and biological treatments using an OAKTON potentiometer 35631-60 model with standard calibration solutions [37,42].
2.5. Color and Turbidity
The color and turbidity was evaluated directly on wastewater previous and subsequent to electrochemical and biological treatments applying the standard scale color method of platinum-cobalt (Pt-Co) with a range from 0 to 500 units Pt-Co and the turbidity FAU units’ method with a range from 0 to 5000 units. The reads from both methods were made using a Hach spectrophotometer DR/4000U model with 465 and 860 nm wavelength respectively [37,42].
2.6. COD and BOD5
The COD parameter was used to evaluate the amount of organic and inorganic pollutants oxidized by chemical digest with chromic and sulfuric acids in potassium dichromate solutions, the digest was regulated in a thermoreactor Thermo Elec Corp COD Orion model from 125˚C to 150˚C, the reaction was maintained during 2hrs, eventually the evaluations were expressed in mg/L units by a Hach spectrophotometer DR/4000U model, The BOD5 test was employed to evaluate the oxygen amount needed by microorganisms to oxidize the organic matter during five days of incubation to 20˚C, this test was made using BOD5 Hach bottles kit, a dissolved oxygen meter OAKTON DO 110 model and a incubator VWR Scientific 1535 model [37,42].
2.7. Nitrate and Nitrite
The nitrates and nitrites were quantified before and after the electrochemical and biological treatments, such quantifications were made using the Nitraver® X and Nitriver® 3 methods of Hach besides the values were determinate by a spectrophotometer Hach DR/4000U. These quantifications were made according to the normative [37,42].
2.8. UV-Visible Spectrophotometer
Some water samples previous and behind electrochemical-biological treatments were analyzed by spectrophotometer UV-visible Perkin Elmer Lambda 25 model (200 - 900 nm) this technique is necessary to identify the behavior of some organic pollutants considering their absorption properties [32].
3. Results and Discussions
3.1. Parameters
The pH, conductivity, color, turbidity, COD, BOD5, nitrate and nitrite values of industrial wastewater before and after continuous coupled systems are shown in Table 1.
3.1.1. pH and Conductivity
The pH value intensified from 7.45 ± 0.84 to 8.45 ± 0.50 in consequence of continuous system, this behavior is shown in Figure 2(a). The pH boosted as a result of the OH– radicals production on cathode surfaces from aluminum electrodes into the electrochemical column and the OH– radicals electrodisolution in the aluminum hydroxide Al(OH)3 reactions. The pH values before and after the treatment corresponding to common industrial wastewater with 7.0 and 9.0 values is a beneficial condition to be applied in the electrochemical and biological treatments [33].
The Figure 2(b) divulge the conductivity abate form 6.7 ± 0.44 to 4.57 ± 0.30 mS, this tendency is caused by Cl– as well as chlorides salts consumption in electrocoagularion redox reactions [25,29,32].
The conductivity values indicate a beneficial condition applying only 15 min electrochemical pulse in the coupled treatment. Furthermore there is a gain in the pollutants bioavailability to Chytriomyces hyalinus [14,19, 20,33-35].
3.1.2. Color and Turbidity
The color displays high values in wastewater samples earlier from the coupled treatment; additionally it was produced by dissolved organic matter from chemical and food industries effluents [29]. Literature points Aspergillus and Penicillium as color discharge up to 90% in coupled systems, for these experiment Figure 2(c) shows a 93% color removal using Chytriomyces hyalinus, a 50% more efficient than conventional activated sludge [4,5,10,30,32]. It is to say that electrochemical pretreatment enhance the industrial pollutant bioavailability to Chytriomyces hyalinus.
As perceived in Figure 2(c), the turbidity had a similar behavior pointing that the values diminish from 120 to 10 FAU with 91% efficiency after using Chytriomyces hyalinus electrocoagulation system. Thus only with Chytriomyces hyalinus the efficiency rate was higher than 60% reported to conventional biological treatment for activated sludge [4,5,10,30,32].
Both, color and turbidity parameters register a shrinks after a 15-min of biological treatment, meaning that the pollutant bioavailability improves in coupled condition of continuous system.
Table 1. Values of pH, conductivity, color, turbidity, COD, BOD5, nitrate and nitrites before and after the electrocoagulations-Chytriomyces hyalinus treatment.
3.1.3. COD and BOD5
The COD and BOD5 values in Figure 3, show a pollutant removal efficiency declining, 68% and 70%, respectively [8,11,12]. Such fact indicates that Aspergillus niger, Aspergillus oryzae, Penicillium corylophilum and Trichoderma viridae tends to contract in a 50% COD and BOD5 levels, exposing a greater reaction rather than the one presented by reference [8,11,12].
The COD and BOD5 results reveal three important points. In first place, Aspergillus, Penicillium and Trichoderma strains share a pluricellular organization while Chytriomyces hyalinus posses an unicellular level, such biological advantage rises the biomass presence like the resident time during the treatment, whereas this datum represent an inconvenience for Chytriomyces hyalinus. Moreover the COD and BOD5 upshots presents the same efficiency rate; even using a lower resident time [8,11, 12].
In second place, COD and BOD5 parameters can now be considered as a new contribution to biological treatment of activated sludge since the values were lessen by using fungus strains only, while the conventional treatments of activated sludge use several microorganisms consortiums [7,8,13-18].
In third place, it stresses the coupled continuous system role in the removal efficiency owing to the electrocoagulation conditions that raises the bioavailability of industrial wastewater pollutants to Chytriomyces hyalinus. [14,19,20,25,29,33-35].
Making this study the first report of industrial pretreated wastewater by electrocoagulation coupled with Chytriomyces hyalinus as a biological system.
3.1.4. Nitrate and Nitrite
Nitrates () and nitrites () dwindled subsequent to the biological treatment from 3.8 to 0.5 mg/L and from 1.5 to 0.6 mg/L with an effectiveness of 86% and 60% respectively. Such behavior is displayed in Figure 3.
Nitrates were more affected than nitrites because its chemical nitrogen trait, having as a result a higher biological assimilation thanks to aquatic microorganisms [2,6-8].
These nitrogenous compounds, industrial pollutants type, are presented naturally in the experimental effluent, therefore it is important to make a continuous revision
during the coupled treatment because the pollutant removal tendency in the continuous system can manifest. The nitrogenous compounds removal grew when they were oxidize, nitrates into nitrites by electrocoagulation treatments [25,31,32]. The nitrates amount and removal efficiency were higher than nitrites due to the reduction from nitrites to nitrates at the electrochemical reactor besides the quickly assimilation by Chytriomyces hyalinus in the biological reactor.
This reduction is an evidence of Chytriomyces hyalinus active metabolism in addition to water denitrification in aerobic conditions as its natural ability [2-4].
Similar industrial pollutant denitrification greater than 50% were reported by [6-8,10] with Aspergillus oryzae and Rhizopus oligosporus.
3.2. Sporangia Biomass (SB)
Figure 4 shows Chytriomyces hyalinus SB concentrations on a 60-min session of biological treatment. The biomass suffered an increment as a result of 30 min by the time sporangia amount increased. The SB tendency indicates that Chytriomyces hyalinus is capable of resisting the pollutant conditions in the liquor mix, noticed by an exponential growth y = 94.302e0.0356x [10,24,39].
SB value ascended when COD and BOD5 values decrease, this reaction denotes that pollutants bioavailability to Chytriomyces hyalinus were modified within a 15- min of electrochemical treatment, hence the toxic effect of industrial wastewater on biological treatment was reduced; opposite to the frequent problem in bio-logical treatment inhibitions [6,7,21-24].
Samanthi and Chandralata (2009) report an optimal growth for Chytriomyces hyalinus in some aquatic systems, showing pH values from 6.8 to 8.5, electrochemical and biological conditions in the treatment were kept into these pH values, consequently the pollutants removal suffered an increment.
The sludge amount after biological treatments with Chytriomyces hyalinus was 2 g/L, within normal range from 0.5 to 5 g/L was reported in laboratory level experiments [21-24].
3.3. UV-Visible Spectrophotometer Characterizations
A pollutant decrement followed by electrocoagolutions Chytriomyces hyalinus system treatment can be observed in Figure 5. The absorbance indicates a spectral reduction with a 60% efficiency, showing an absorbance result of 400, 475 and 625 nm corresponding to phenols, solvents, aromatic and organic matter; similar wastewater spectra cases have been reported [29,32,33]. The current tendency was consistent with COD and BOD5 results.
Figure 4. Sporangia biomass and Chytridium hyalinus treatment time.
Figure 5. UV visible characterizations of industrial wastewater before (-) and after (----) electrocoagulations-Chytriomyces hyalinus treatment.
4. Conclusion
All in all the Chytryomyces hyalinus effect on industrial pre-treated wastewater by electrocoagulations in a continuous system had a positive efficiency on pollutants removal. The electrochemical pulse with aluminum electrodes extends the pollutants bioavailability to Chytryomyces hyalinus. Color and turbidity exhibited a reduction with 90% efficiency, COD 62%, BOD5 69%, nitrate 86% and nitrite 60%. Chytryomyces hyalinus sporangial bio-mass (SB) heightens exponentially attending to a y = 94.302e0.0356x model, additionally increases when pollutant concentration fall, so as COD, BOD5, nitrate and nitrite values. Finally the pollutants removed exposes a UV-visible spectra corresponding to organic pollutants.
5. Acknowledgements
The authors wish to acknowledge CONACYT and Universidad Autónoma del Estado de México for the support given to this project 2794/2010-2011.