Ecological contribution of Fenton process for generation of a ready-to-reuse dyeing and finishing effluent

The textile industry in Tunisia has great economic importance and the government has given it special attention (Kahia, 2017). A significant number of textile factories are currently operating in the country. Most of these factories are engaged in the process of dyeing and finishing (Kahia, 2017; Tounés et al., 2018). Although more than 60% of textile factories are linked to effluent treatment plants, the partially treated effluent is discharged into the nearby sea, rivers, lakes and streams. When discharge volume and effluent composition are considered, the Tunisian textile industry is the most polluting sector in the country (Kahia, 2017; Tounés et al., 2018). Such wastewater has a serious negative impact on groundwater and aquatic life (Carmen and Daniel, 2012). Problems are related to the high colour, high chemical oxygen demand, low biodegradability, fluctuating pH and high temperature of the discharged wastewater (Allegre et al., 2004; Banat et al., 1996; Carmen and Daniel, 2012; Miled et al., 2010). Aside from the waste containing a large amount of water, it also contains useful chemicals and auxiliaries, which are economically attractive.


INTRODUCTION
The textile industry in Tunisia has great economic importance and the government has given it special attention (Kahia, 2017). A significant number of textile factories are currently operating in the country. Most of these factories are engaged in the process of dyeing and finishing (Kahia, 2017;Tounés et al., 2018). Although more than 60% of textile factories are linked to effluent treatment plants, the partially treated effluent is discharged into the nearby sea, rivers, lakes and streams. When discharge volume and effluent composition are considered, the Tunisian textile industry is the most polluting sector in the country (Kahia, 2017;Tounés et al., 2018). Such wastewater has a serious negative impact on groundwater and aquatic life (Carmen and Daniel, 2012). Problems are related to the high colour, high chemical oxygen demand, low biodegradability, fluctuating pH and high temperature of the discharged wastewater (Allegre et al., 2004;Banat et al., 1996;Carmen and Daniel, 2012;Miled et al., 2010). Aside from the waste containing a large amount of water, it also contains useful chemicals and auxiliaries, which are economically attractive.
On the other hand, the increasing cost of water and its wasteful consumption required a treatment process which must be integrated with in-plant water circuits rather than as a subsequent treatment. There are different wastewater treatment mechanisms which can be suitable for textile dye houses (Allegre et al., 2004;Banat et al., 1996;Bouatay et al., 2015;Kim et al., 2003;Miled et al., 2010). Waste management is commonly carried out using biological and physicochemical methods (Allegre et al., 2004;Banat et al., 1996;Miled et al., 2015;Sabur et al., 2012). However, many of the commercially used dyes are resistant to biodegradation (Banat et al., 1996;Carmen and Daniel, 2012;Ghoreishi and Haghighi, 2003;Miled et al., 2015;Sabur et al., 2012). Coagulationflocculation followed by sedimentation or adsorption is widely used, but is not promising due to the secondary pollution arising from the residual sludge. Aerobic biological treatments are the most widely employed in the Tunisian textile wastewater units but have low efficiency with synthetic dyes, which represent more than 80% of the annual consumption in theses factories (Kahia, 2017;Tounés et al., 2018). For theses dyes, biological process cannot be efficient due to the high resistance of synthetic dyes to biological degradation and the huge volume of the wastewater. Some attempts are being made to engage natural dyes, but lower efficiency was noted due to the low reproducibility of dyeing results (Samanta and Agarwal, 2009).
Considering the case of cotton factories, which are abundant in Tunisia, direct and reactive dyes are the most commonly used dyestuffs. Such dyes are anionic, with good solubility. They consume huge quantities of salts to ensure the exhausting step and have high chemical and photolytic stability (Nawaz and Ahsan, 2014; Selcuk, 2005). As a consequence, they will be present in high quantities In this study, real wastewater from a dyeing factory and previously treated by biological processes was decolorized by Fenton oxidation. Direct and reactive dyebaths and the related auxiliaries constituted the polluted effluents. A synthetic wastewater was also prepared in the same way in order to compare degradation performance. The study was performed with a systematic approach, searching optimum values of H 2 O 2 and FeSO 4 concentrations, pH, temperature and the chemical structure of each tested dye. Depollution results showed that the oxidation behaviour of synthetic and real wastewaters was very similar, especially during the first stage where the breaking of chromophore groups allowed fast colour removal. However, it was found that higher ratios of [H 2 O 2 ]/[FeSO 4 ] must be engaged in the case of real wastewaters. Results also showed that the catalytic oxidation yielded a fast and complete depollution at [H 2 O 2 ]/[FeSO 4 ] = 70, pH 3 and temperature 40°C. For experiments with direct dye, colour and COD removals were, respectively, 90% and 87% in the case of real wastewater. Reactive real wastewater showed non-stable oxidation evolution due to the hydrolysed dyestuff and this led to 83% and 45% decolourization and COD removal, respectively. Better depollution results were noted for the synthetic wastewater experiments. This finding was related to the non-stable composition of the real wastewater and the unknown chemical and physical interferences between its compounds. After sedimentation, reuse of the treated wastewater for new dyeing experiments was also investigated. For this purpose, the whole process was run under complete recycling mode and the previously treated effluent was re-used as fresh dyebath. Results in terms of colour depth and fastness showed that dyeing performances were very similar, and an important opportunity is offered by reusing wastewater treated by Fenton oxidation process.
In order to discharge wastewaters that meet legislative requirements, innovative processes using bio-adsorbents, biogases or electrochemical techniques have been tested and applied in combined ways (Barrera-Díaz et al., 2003;Miled et al., 2010). Most of these methods can only transfer contaminants from one phase to the other leaving the problem essentially unsolved. In addition, such depollution systems do not include attractive opportunities of recycling since results of depollution are unsatisfactory. Treatment of effluents from reactive and direct dyes involves additional complications due to the high residual salinity, which makes reuse of treated wastewaters for irrigation, for example, impossible (Khatri et al., 2015;Selcuk, 2005). Natural-based technologies have also been proposed in order to reduce the impact of hazardous materials generated from industrial wastewaters. In this case, promising depollution results were noted (Panga Kiran Kumar et al. 2018). Free or low energy requirements and environmentally friendly technologies such as ozonation, membrane filtration, and adsorption have also been proposed and successfully implemented to treat textile effluents (Yusuf et al., 2018).
Recently, interest in chemical oxidative processes for textile wastewater treatment is increasing because these processes actually involve the degradation of the pollutant, although never complete (Eslami et al., 2013;Ledakowicz et al., 2001). A number of advanced oxidation processes are currently being evaluated for the destruction of dyes in effluents. The most discussed technologies for reuse are membrane bioreactors, electrochemical systems and denitrifying bio-filters (Ciardelli et al., 2000;Eslami et al., 2013;Ledakowicz et al., 2001). These systems were not easily accepted, due to drawbacks such as large area requirements, field operation problems and related costs. The Fenton process is one of the oldest advanced oxidation processes that has been used successfully for wastewater treatments, as it is comparatively low cost and uses easy to handle reagents (Kuo, 1992;Mansoorian et al., 2014;Martins, 1998;Meriç et al., 2004). The Fenton process allows for the production of highly active hydroxyl radicals resulting from the reaction of hydrogen peroxide with iron (II) ions. Undoubtedly the process efficiency can be improved and intensified because the oxidation of organic compounds by the hydroxyl radical generated in situ is much faster than classical oxidation compounds (Al-Kdasi et al., 2004;Martins, 1998;Palaniandy et al., 2014;Zaharia et al., 2009). The chemistry of the Fenton process is initiated after the generation of hydroxyl radicals as follows (Perkowski and Kos, 2002): The formed oxidizing and propagating agents initiate the decolorization and decomposition reactions of organics (RH): OH • radicals also decompose H 2 O 2 producing HO 2 • radicals: The kinetic chain can be stopped by reactions between radicals as follows: Fe 2+ + HO • → Fe 3+ + HO - Fe 2+ + HO 2 In this study, the use of the Fenton process was explored for the decolorization of real wastewaters from a cotton dyeing and finishing factory. The purpose was to investigate the effectiveness of the Fenton process for the decolorization of such wastewaters, having different complexity and chemical stability behaviours. Attempts are also being made to find an appropriate wastewater treatment for cotton dyeing factories that allows recycling and countering the negative impact of human activities on the environment. For this purpose, the real wastewater used was a mixture of either direct or reactive dyes with their related finishing reagents. Synthetic wastewaters were also prepared and investigated in this study. The goal was to compare the results of depollution of the industrial wastewater, for which real proportions and composition cannot be exactly defined, with the simulated wastewater with a known and well-defined composition. The investigation covered the determination of parameters affecting process efficiency in order to discover optimum values. The performance of the Fenton process was evaluated especially in terms of colour and COD removal, but also using many other pollution parameters such as suspended solids, biodegradability and turbidity. The resulting water quality was then investigated in dyeing experiments to evaluate its quality for re-use. Dyeing performances were evaluated and compared to those obtained with freshly prepared dyebaths.

Chemicals
All chemicals employed in this study were of commercial grade. Reagent grade H 2 O 2 35% (Chimitex) was standardized using iodometric titration and used as purchased. Iron sulfate FeSO 4 •7H 2 O was standardized just before Fenton experiments. NaOH and H 2 SO 4 were also used for pH adjustments.
Commercial direct (azoic structure) and reactive dyes (vinyl sulfonic structure) and related auxiliaries (exhausting agent, Glauber's salt, sequestering agent and wetting agent) were of technical grade and were used as received without any purification in order to achieve similar preparation conditions for both synthetic and real wastewaters.

Sample preparation
The real wastewater was supplied from a dyeing and finishing Tunisian textile company located in Monastir Government. 20 L of the dyebath was collected from the dyeing machine prior to its discharge. Then, the collected wastewater was passed separately through a pilot-scale biological treatment apparatus. Biologically treated samples were preserved in the refrigerator at 4°C in accordance with standard methods (APHA/AWWA/ WPCF, 1975) before characterisation.
Synthetic wastewater was prepared in once-distilled water by using the same mixture of auxiliaries used in the industrial dyeing process. Synthetic wastewater was also collected after a dyeing process at laboratory scale in order to consider the exhaust rate of each chemical introduced in the dyebath. Both wastewaters were analysed. The related characteristics are shown in Table 1. The chemical structure and main features of the investigated commercial dyestuff are detailed in Table 2.

Fenton oxidation procedure
Fenton oxidation experiments were carried out in a laboratoryscale batch reactor. In every assay, the reactor was filled with 500 mL of either synthetic or real wastewater. Then the iron dose was added under stirring and the pH of the initially basic sample was adjusted by adding sulfuric acid. In every case, the reaction was started by adding the dose of hydrogen peroxide.

Textile support specifications
For dyeing experiments, a commercially scoured and bleached cotton fabric (surface weight 180 m², weft count: 25 and warp count 35) was supplied and used.

Dyeing procedure
The previously treated wastewater at optimal conditions was reused as dyebath after a sedimentation step. Dyeing experiments were conducted in batch mode. Scoured and bleached cotton fabric was introduced to the dye bath at a temperature below the dyebath exhaustion temperature. Electrolyte (sodium sulphate) and sequestrate agent were added to the dyebath to increase the exhaustion rate of the dye. The concentration of the electrolyte depended on the shade. For a medium shade (3% owf), 50 g/L of Na 2 SO 4 was introduced in the case of reactive dye and 20 g/L for direct dyes. For both tested dyes, the initial pH was adjusted to a value of 7.0. To ensure fixation of reactive dye, caustic soda was added to the dyebath after migration of the dye. Experimental conditions are detailed in Table 3.
At the end of the dyeing process, the dyebath was taken out of the machine and cooled under tap water. After rinsing, the dyed samples were also treated separately in a fixing/soaping process to provide better fastness properties. Other cotton samples were dyed with fresh water by maintaining the same experimental conditions. These samples were considered as a reference for the colorimetric study.

Colour and chemical oxygen demand analyses
The colour evolution was measured by evaluating the absorbance of wastewater before and after each treatment. Absorbance measurements were carried out with a UV-Visible spectrophotometer (Shimadzu UV-256) recording the spectra over the 190-900 nm range. A graph is obtained (visible) and the absorbance of the solution is taken at the wavelength corresponding to the absorbance peak.
Direct and reactive dyes with different absorbance peaks were present in the studied wastewaters. The maximum absorbance of the real wastewater is non-stable, so prior to each experiment UV-Vis spectra of dye solutions were plotted to establish their maximum.
The disappearance of the absorbance peaks of the treated solutions was monitored and the colour removal ratio was calculated as follows: where abs (λ max ) ini is the initial average value of absorbency at λ max of the concerned wastewater, abs (λ max ) t is the value obtained at time t.
where COD i corresponds to the initial value and COD t is the value obtained at time t.

Dyed sample evaluation
Results of the dyeing experiments were characterized by colour measurements in the form of colour strength K/S and CIELab coordinates. Measurements were done with the help of a colorimeter SPECTRAFLASH 300 (Datacolor International, 1994) interfaced to a PC using D65 light source and viewing angle of 10°. The distance in colour space, ∆E CMC , represents the difference between results obtained by dyeing experiments with fresh wastewater and re-used dyebath. It is calculated using Eq. 10: where L* corresponds to the brightness (100 = white; 0 = black); a* to the red-green coordinate (positive sign = red, negative sign = green) and b* to the yellow-blue coordinate (positive sign = yellow, negative sign = blue).
The colour strength (K/S) of the samples was determined by taking S1 as the reference (100% colour strength). The following formula was used for the calculation: Dyed samples were also evaluated for wash fastness (Sources: IS 764; 1979) and rubbing fastness (Source: IS 766; 1988).

Effect of [H 2 O 2 ]/[FeSO 4 ] molar ratio
Although  ]. The evolution of colour removal and decomposition of the synthetic wastewater was faster and more regular. In contrast, the evolution mentioned with real wastewater showed more fluctuations. Such wastewater has non-stable composition or concentration of pollutants. It should be pointed out that organic dyes used in this study have poly-aromatic structures with -N=N-and -C=C-type double bonds in their chromophore groups. These dyes will readily react with OH • that is the major oxidizing agent in an acidic pH medium. Considering the presence of OH • scavengers/competitors (anionic surfactant, antifoam, sequestering agent, equalizer, dispersing agent) in the real wastewater formulation, significant difference and variability should be expected between the reaction evolutions through all studied ratios (Miled et al., 2015;Zahria et al., 2009). This variability could have more influence before biological treatment. Such treatment has great dependence on wastewater composition and interferences between chemicals may cause irregular evolution of the decomposition behaviour. For this study, we recall that the collected wastewaters were previously passed through an aerobic degradation, and the Fenton process was used as a tertiary treatment. Direct dyes are known to be recalcitrant compounds and have low biodegradability (due to their transformation to aromatic amines after oxidation); all oxidation experiments with hydroxyl radicals were more regular and homogenous than in the case of reactive dye oxidation. The irregular decomposition noted with reactive dyes was attributed to the aqueous instability of these dyes. All these findings were in agreement with previous works ( Results of decolorization and decomposition with reactive dye are presented in Fig. 4. From the figure, it is evident that the wastewater composition has a large influence on the reaction evolution behaviour. For the first 15 min, the same decomposition behaviour was noted for real and synthetic wastewaters. At this stage, dye molecules were degraded to smaller compounds, more difficult to degrade (Miled et al., 2015). This explains the slower decomposition for longer durations. The irregular decolorization behaviour noted with real wastewater was attributed to the spontaneous hydrolysis phenomenon. In fact, reactive dyes are not degraded by conventional aerobic sewage treatment plants as they are resistant to biological oxidative degradation (Gottlieb et al., 2003). We noted this with the collected real wastewater that still contains a higher amount of hydrolysed dye than the synthetic wastewater collected directly after laboratory dyeing experiments and biological decomposition treatment.

Effect of pH
The tested real wastewater has a wide range of initial pH values, which can reach 11 or even 12. The solution pH is an important operating parameter affecting removal efficiency in AOP (Al-Kdasi et al., 2004). It directly affects the mechanism of oxidation of dye because a change in pH of the solution involves a variation of the concentration of Fe 2+ . Therefore, the rate of production of OH • radicals responsible for the oxidation of dyes will be restricted (Ertugay and Acar, 2013;Palaniandy et al., 2014;Sun et al., 2009). Thus, the decomposition reaction of H 2 O 2 was found to be catalysed most efficiently by Fe 2+ ions in water solutions with a pH value between 2 and 3. In order to determine the optimal pH, colour and COD removal were investigated in a larger range of pH values.
Figures 5 and 6 demonstrate that decolorization with Fenton's reagent in the cited conditions proceeded faster with a pH value of about 3, which is in accordance with the literature. Kuo (1992) observed 93% of decolorization of dye in 30 min. Meric et al. (2004)Reactive Black 5 (RB5 showed that more than 99% of colour removal was possible in the pH range of 3-3.5 for a synthetic wastewater containing only the dye. In our case, the real wastewater was a mixture of chemicals and some competitive side reactions must be taken into account. Colour removal of the real wastewater reached more than 80% after 45 min. At a lower pH, there is an association of dye anions with positively charged Glauber's salt cations. Dye anions become electrostatically bonded to positively charged salt and enhance the attraction of the in-situ formed hydroxyl radical which makes the oxidation reaction faster. For pH values higher than 3, a reverse reaction may occur. In fact, aqueous solutions of direct dyes have neutral behaviour. Direct dyes have symmetrical, flat and long molecular structures. This makes the aggregation of molecules possible. In order to ensure better solubility of direct dye before its use, a basic solution must be introduced at first. Higher pH causes swelling of the dyestuff and desegregation of molecules. A basic solution such as caustic soda reacts with hydroxyl groups of the dyestuff which creates new hydrogen bounds. The swelled dyestuff becomes slightly stronger and consequently more resistant to oxidation than dyes treated at acidic pH values. For pH 2, the oxidation was clearly faster than the reaction at pH 4. Dyes used in cotton processing actually become weaker in very acidic mediums and this improves the whole oxidation reaction, especially for the first 20 minutes. In addition, anions arising from the acid dissolution can scavenge the free radicals, based on Eq. 8. After the addition of sulfuric acid, the anions (X-), X• (anion radical) are produced which have lower redox potential compared to sulfate and hydroxyl radicals (Zazouli et al., 2017): Figures 5 and 6 illustrate that the optimum pH varies over a small range. For the COD parameter, its variation as a function of time and pH was quite different. For pH equal to 2 there was an almost linear evolution of COD removal but with insufficient depollution results. With pH values higher than 2.5, especially when pH was 3-3.5, the COD removal from real wastewater was better. For higher pH values, the precipitation phenomenon will be noted. This will cause inhibition of the Fenton process by the scavenger-formed ions. At optimum pH, COD removal was 87%.

Effect of temperature
Temperature is a key parameter that has to be taken into account, especially for those applications where colour and COD removal levels can be increased by varying temperature. It is important to note that, in comparison to most industrial wastewaters, the temperature of textile effluents undergoes large fluctuations (Carmen and Daniel, 2012). During the dyeing process, dye bath and rinse water temperatures of up to 90°C are normally encountered. For the finishing process, lower temperatures are used (about 40°C). After conventional aerobic treatment, a temperature of 50°C should also be expected. In this section, Fenton process was tested in optimal conditions of pH  -Kdasi et al., 2004;Benitez et al., 2001;Peralta-Hernández et al., 2008). Higher temperatures were also tested and results confirmed the hypothesis of floc destabilization and the disturbance of the sedimentation process, thus resulting in the slightly slower colour and COD removals as shown in Figs 7 and 8. The same behaviour was noted with synthetic wastewater.
In addition, it was observed that the application of Fenton's reagent in the destruction of organic compounds at high temperature and pH generated a dark green/brown slurry phase. The sludge formed is mainly constituted by heavy metals Fe(III)/Fe(II)-iron, with the formation of large amount of suspended solids (Benitez et al., 2001). Therefore, the overall result of the waste chemicals' treatment with Fenton´s reagent is the production of an aqueous solution with a substantially lower total carbonaceous load. However, the treated liquor still presented levels of metals and suspended solids that were too high to meet discharge standards. Thus, Fenton's reagent cannot be applied as a stand-alone treatment option, but it can be used in combination with other techniques (Mansoorian et al., 2014). In our case, the oxidized wastewater was supported by a flocculation/sedimentation step.  Table 4 summarizes the evolution of pollution levels of tested wastewaters before Fenton process application, after oxidation and finally after sedimentation.

Effect of Fenton oxidation on typical pollution parameter reduction
The removal efficiency for the colour, chemical oxygen demand and biological oxygen demand after sedimentation was higher than 90% for direct dye experiments. Also, reactive dye experiments gave satisfactory results and depollution was noted to be higher than 80%. This was not the case with the BOD parameter which showed a better decrease with direct dyes. All used wastewater passed through biological treatment before Fenton oxidation. The azoic chromophores of direct dye were better assimilated by the microorganisms used in the aerobic treatment. This led to smaller compounds that were then oxidized by hydroxyl radicals. As a consequence of this, removal was highly efficient. Reactive dye showed higher resistance to aerobic degradation due to its more complex chemical composition.
Turbidity and suspended solids were slightly reduced. Otherwise, Fenton oxidation leads to a mineralisation of organic compounds, so the final conductivity may be higher after total mineralisation. Through sedimentation, a small amount of the formed salts could be precipitated, which reduced the contribution of these salts to the increase in conductivity. For the reactive dye wastewater, less encouraging results were obtained, especially in terms of removal of COD and suspended materials.
We related this to the hydrolysis phenomenon, which makes dye less reactive and more stable in aqueous solution.

Reuse experiments
Experimental results showed that chemical attack of the chromophores by the Fenton process led to better effluent quality. In fact, hydroxyl radicals generated by oxidation ensured the breaking of the chromophore's groups, which led to more stable decolorization results and probably created by-products that presented less problems for further dyeing experiments. After sedimentation of the treated wastewater, there was a significant decrease in all pollution parameters of the supernatant. As shown in Fig. 9, the sedimentation step after Fenton oxidation is obligatory since it ensures the elimination of a large part of the produced sludges at the end of the process.
The remaining wastewater was used to feed an industrial dyeing apparatus as shown in Fig. 10 (left). For this purpose, direct and reactive dyes and a cotton sample were employed as described in Tables 2 and 3. Dyeing results are also presented in Fig. 10. The CIELAB coordinates were analysed to understand the relation of those parameters with the tone of a target shade. The colour coordinates were also compared with standard dyeing results following the conditions cited in Table 3. Values of K/S and CIELab coordinates of dyeing experiments with reused and fresh water are given in Table 5.
For all experiments, L* was found to be lower with fresh water, which indicates that samples dyed with fresh water were darker. More negative a* values mean that the shade is greenish and the opposite of red. Negative b* is related to the shade of the selected dyes which are blue.  When the shade becomes darker, it means that there is more opportunity for the dye to react with fibre, due to the presence of more reactive and available sites and/or less competitive species. The colour strength values K/S in Table 5 also support this reasoning. For reactive dye experiments, we noted the same evolution. The coordinate a* was clearly more negative for all reuse experiments. The greenish shade can be related to the dark green/brown sludge formed after Fenton oxidation. According to Eq. 10, such variation influences the colour coordinate a which causes the resulting colour space ∆E to be high.
In addition, the colour depth appears to increase with an increase in conductivity. The reused real wastewater had higher initial conductivity and allowed for better colour depth.
The conductivity values mentioned in Table 5 show that real wastewater has the highest salinity after Fenton treatment which indicates that organic pollutants were mineralized. However, a better level of mineralization was noted with the synthetic wastewater, for which the completely mineralized fraction of organic compounds was >55%.
The variation of the CIELab coordinates makes clear that the colour depth and shade did not show strong dependence on the residual composition of the treated wastewater, although the overall result shows globally marginal improvement in colour coordinates of samples dyed with fresh water. After that, additional dyeing experiments were engaged on a dyeing apparatus with 10-kg capacity. Experimental results were also very encouraging but are still under examination and need supplementary approvals, especially for darker shades.
All of the dyed samples were finally tested for washing fastness, wet and dry rubbing fastness. Results are shown in Table 6.
All the results appeared to be equivalent to those for the samples dyed in fresh water and the reused synthetic wastewater. For the reused real wastewater, fastness to wet rubbing was slightly lower relative to the other results, although the dye uptake was better. This can be related to the dominance of more stable ionic bonds in synthetic wastewater. In fact, the affinity to direct dye was higher for samples dyed with the reused real wastewater, due to the residual higher conductivity level after Fenton mineralization of pollutants. However, linkages formed in the reused synthetic wastewater were better. Actually, in the dyeing process, direct dyes form hydrogen-bonds with the hydroxyl groups of cotton fibres. These bonds seem to be interfered with by by-products that the real wastewater may contain after Fenton oxidation (Liu et al., 2010). The colorimetric and fastness results for the tested dyes confirms that the reused wastewater can be an alternative water source which can reduce the demand for fresh water.

CONCLUSIONS
This study verifies the effectiveness of hydroxyl radicals generated from a catalytic oxidation process in treating textile wastewater. The treated effluent was subjected to further reuse.
Synthetic and real wastewaters were tested and evaluated in terms of treatment and reuse efficiency. The results of this study can be summarized as follows: Optimum conditions of Fenton oxidation were found to be pH = 3, temperature = 40°C and [H 2 O 2 ]/[FeSO 4 ] = ±70 for both synthetic and real wastewaters. For direct dye assays, pilot-scale experiments showed that colour and COD removals were, respectively, 90% and 87% in the real wastewater case, compared to 98% and 90% of colour and COD removals for the synthetic wastewater. Reactive real wastewater showed nonstable oxidation evolution due to the hydrolysation phenomenon which caused a more difficult decomposition process. Better depollution results were also noted for high [H 2 O 2 ]/[FeSO 4 ] and acidic medium. In these conditions, 60 min of oxidation were Figure 10. Dyeing apparatus (at left) and dyeing aspect with fresh water, synthetic and real wastewaters (at right)