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<article article-type="research-article" dtd-version="1.0" specific-use="sps-1.8" xml:lang="en" xmlns:mml="http://www.w3.org/1998/Math/MathML" xmlns:xlink="http://www.w3.org/1999/xlink">
	<front>
		<journal-meta>
			<journal-id journal-id-type="publisher-id">rica</journal-id>
			<journal-title-group>
				<journal-title>Revista internacional de contaminación ambiental</journal-title>
				<abbrev-journal-title abbrev-type="publisher">Rev. Int. Contam.
					Ambient</abbrev-journal-title>
			</journal-title-group>
			<issn pub-type="ppub">0188-4999</issn>
			<publisher>
				<publisher-name>Universidad Nacional Autónoma de México, Centro de Ciencias de la
					Atmósfera</publisher-name>
			</publisher>
		</journal-meta>
		<article-meta>
			<article-id pub-id-type="doi">10.20937/RICA.53381</article-id>
			<article-id pub-id-type="publisher-id">00009</article-id>
			<article-categories>
				<subj-group subj-group-type="heading">
					<subject>Artículos</subject>
				</subj-group>
			</article-categories>
			<title-group>
				<article-title>ELECTROSYNTHESIS OF SODIUM AND POTASSIUM FERRATE FOR THE TREATMENT OF
					INDIGO BLUE AQUEOUS SOLUTIONS AND DENIM WASTEWATER</article-title>
				<trans-title-group xml:lang="es">
					<trans-title>ELECTROSÍNTESIS DE FERRATO DE SODIO Y POTASIO PARA EL TRATAMIENTO
						DE SOLUCIÓN ACUOSA DE AZUL ÍNDIGO Y AGUA RESIDUAL DE LA INDUSTRIA DE LA
						MEZCLILLA</trans-title>
				</trans-title-group>
			</title-group>
			<contrib-group>
				<contrib contrib-type="author">
					<name>
						<surname>Castañeda Juárez</surname>
						<given-names>Monserrat</given-names>
					</name>
					<xref ref-type="aff" rid="aff1"><sup>1</sup></xref>
				</contrib>
				<contrib contrib-type="author">
					<name>
						<surname>Martínez Miranda</surname>
						<given-names>Verónica</given-names>
					</name>
					<xref ref-type="aff" rid="aff1"><sup>1</sup></xref>
				</contrib>
				<contrib contrib-type="author">
					<name>
						<surname>Almazán Sánchez</surname>
						<given-names>Perla Tatiana</given-names>
					</name>
					<xref ref-type="aff" rid="aff2"><sup>2</sup></xref>
				</contrib>
				<contrib contrib-type="author">
					<name>
						<surname>Linares Hernández</surname>
						<given-names>Ivonne</given-names>
					</name>
					<xref ref-type="aff" rid="aff1b"><sup>1</sup></xref>
					<xref ref-type="corresp" rid="c1">*</xref>
				</contrib>
				<contrib contrib-type="author">
					<name>
						<surname>Vázquez Mejía</surname>
						<given-names>Guadalupe</given-names>
					</name>
					<xref ref-type="aff" rid="aff1"><sup>1</sup></xref>
				</contrib>
			</contrib-group>
			<aff id="aff1">
				<label>1</label>
				<institution content-type="original">Instituto Interamericano de Tecnología y
					Ciencias del Agua. Universidad Autónoma del Estado de México. Carretera
					Toluca-Ixtlahuaca, km 14.5, Unidad San Cayetano, C.P 50200, Toluca, Estado de
					México, México</institution>
					<institution content-type="normalized">Universidad Autónoma del Estado de
					México</institution>
				<institution content-type="orgdiv1">Instituto Interamericano de Tecnología y
					Ciencias del Agua</institution>
				<institution content-type="orgname">Universidad Autónoma del Estado de
					México</institution>
				<addr-line>
					<named-content content-type="city">Toluca</named-content>
          <named-content content-type="state">Estado de México</named-content>
				</addr-line>
				<country country="MX">México</country>
			</aff>
			<aff id="aff1b">
				<label>1</label>
				<institution content-type="original">Instituto Interamericano de Tecnología y
					Ciencias del Agua. Universidad Autónoma del Estado de México. Carretera
					Toluca-Ixtlahuaca, km 14.5, Unidad San Cayetano, C.P 50200, Toluca, Estado de
					México, México</institution>
					<institution content-type="normalized">Universidad Autónoma del Estado de
					México</institution>
				<institution content-type="orgdiv1">Instituto Interamericano de Tecnología y
					Ciencias del Agua</institution>
				<institution content-type="orgname">Universidad Autónoma del Estado de
					México</institution>
				<addr-line>
					<named-content content-type="city">Toluca</named-content>
          <named-content content-type="state">Estado de México</named-content>
				</addr-line>
				<country country="MX">México</country>
				<email>ilinaresh@uaemex.mx</email>
			</aff>
			<aff id="aff2">
				<label>2</label>
				<institution content-type="original">CONACyT-Instituto Nacional de Investigaciones
					Nucleares. Departamento de Química. Carretera México-Toluca s/n, La Marquesa,
					C.P. 52750 Ocoyoacac, Estado de México, México</institution>
					<institution content-type="normalized">Instituto Nacional de Investigaciones
					Nucleares</institution> 
				<institution content-type="orgname">Instituto Nacional de Investigaciones
					Nucleares</institution>
				<institution content-type="orgdiv1">Departamento de Química</institution>
				<addr-line>
					<named-content content-type="city">Ocoyoacac</named-content>
          <named-content content-type="state">Estado de México</named-content>
				</addr-line>
				<country country="MX">México</country>
			</aff>
			<author-notes>
				<corresp id="c1">
					<label>*</label>Author for correspondence: <email>ilinaresh@uaemex.mx</email>
				</corresp>
			</author-notes>
			<!--<pub-date date-type="pub" publication-format="electronic">
				<day>04</day>
				<month>05</month>
				<year>2021</year>
			</pub-date>
			<pub-date date-type="collection" publication-format="electronic">-->
				<pub-date pub-type="epub-ppub">
				<month>08</month>
				<year>2020</year>
			</pub-date>
			<volume>36</volume>
			<issue>3</issue>
			<fpage>607</fpage>
			<lpage>622</lpage>
			<history>
				<date date-type="received">
					<day>01</day>
					<month>08</month>
					<year>2018</year>
				</date>
				<date date-type="accepted">
					<day>01</day>
					<month>11</month>
					<year>2019</year>
				</date>
			</history>
			<permissions>
				<license license-type="open-access"
					xlink:href="https://creativecommons.org/licenses/by-nc-nd/4.0/" xml:lang="en">
					<license-p>This is an open-access article distributed under the terms of the
						Creative Commons Attribution License</license-p>
				</license>
			</permissions>
			<abstract>
				<title>ABSTRACT</title>
				<p>Synthetic dyes are widely used in the textile industry. It is estimated that
					about 2-50 % of these dyes are lost during the dying process and released in the
					effluents. These compounds are highly colored and can cause severe contamination
					of water sources. In this study, ferrate has been employed for the treatment of
					indigo blue aqueous solutions and denim wastewater. The electrosynthesis of
					ferrate was carried out using a 2<sup>4</sup> factorial design and the optimal
					conditions were found: current density of 100 mA/cm<sup>2</sup>, room
					temperature, kind and concentration of electrolyte, NaOH 20 M. Under these
					conditions, 6.89 g/L (41.54 mM) of ferrate was produced. The successful
					synthesis of ferrate was confirmed using infrared spectroscopy, ultraviolet
					spectroscopy, and cyclic voltammetry. The electrosynthesized sodium ferrate
						(Na<sub>2</sub>FeO<sub>4</sub>) and potassium ferrate
						(K<sub>2</sub>FeO<sub>4</sub>) were evaluated in a jar test. The maximum dye
					removal percentage (&gt; 77 %) was achieved using Na<sub>2</sub>FeO<sub>4</sub>
					at a dose of 300 mg/L. In denim wastewater, the best color removal efficiency
					was 92.51 % using 200 mg/L of K<sub>2</sub>FeO<sub>4</sub> at 30 min. The
					increased biodegradability index (0.98) after treatment by
						K<sub>2</sub>FeO<sub>4</sub> confirmed that the biorefractory compounds were
					oxidized/removed.</p>
			</abstract>
			<trans-abstract xml:lang="es">
				<title>RESUMEN</title>
				<p>Los colorantes sintéticos son ampliamente utilizados en la industria textil, se
					estima que aproximadamente del 2 al 50 % de estos son perdidos durante el
					proceso de teñido y conducidos hacia los efluentes en donde han ocasionado una
					contaminación severa. Por lo tanto, en este estudio, se utilizó ferrato para
					tratar soluciones acuosas de azul índigo y agua residual textil. La
					electrosíntesis de ferrato se realizó mediante un diseño factorial 2<sup>4</sup>
					para obtener las mejores condiciones de operación a una densidad de corriente de
					100 mA/cm<sup>2</sup>, temperatura ambiente, tipo y concentración del
					electrolito, NaOH 20 M. Bajo estas condiciones se obtuvieron 6.89 g/L (41.54 mM)
					de ferrato. Se utilizó espectroscopia de infrarrojo, espectroscopía UV-Vis y
					voltamperometría cíclica para corroborar la presencia del mismo y se evaluó
					mediante la prueba de jarras. El máximo porcentaje de remoción (&gt; 77 %) se
					obtuvo utilizando 300 mg/L de ferrato de sodio. En el agua residual textil, la
					mejor eficiencia de remoción de color fue de 92.51 % con 200 mg/L de ferrato de
					potasio en 30 min. Finalmente, se observó un incremento en el índice de
					biodegradabilidad (0.98) después del tratamiento con ferrato de potasio, el cual
					confirmó que los compuestos biorefractarios fueron oxidados/removidos.</p>
			</trans-abstract>
			<kwd-group xml:lang="en">
				<title>Key words:</title>
				<kwd>wastewater treatment</kwd>
				<kwd>coagulation-flocculation</kwd>
				<kwd>oxidation</kwd>
				<kwd>textile effluent</kwd>
				<kwd>biodegradability index</kwd>
			</kwd-group>
			<kwd-group xml:lang="es">
				<title>Palabras clave:</title>
				<kwd>tratamiento de aguas residuales</kwd>
				<kwd>coagulación-floculación</kwd>
				<kwd>efluente textil</kwd>
				<kwd>índice de biodegra-dabilidad</kwd>
			</kwd-group>
			<funding-group>
				<award-group award-type="contract">
					<funding-source>Consejo Nacional de Ciencia y Tecnología of
						Mexico</funding-source>
					<award-id>219743</award-id>
				</award-group>
			</funding-group>
			<counts>
				<fig-count count="10"/>
				<table-count count="5"/>
				<equation-count count="11"/>
				<ref-count count="51"/>
				<page-count count="16"/>
			</counts>
		</article-meta>
	</front>
	<body>
		<sec sec-type="intro">
			<title>INTRODUCTION</title>
			<p>The exact amount of synthetic organic dyes produced in the world is unknown, but more
				than 1 million tons per year (<xref ref-type="bibr" rid="B2">Ali 2010</xref>) are
				used in the textile, leather-tanning, paper production, food technology,
				photoelectrochemical cell, and hair coloring industries. </p>
			<p>Azo, anthraquinone, sulfur, indigoid, triphenylmethyl (trityl), and phthalocyanine
				derivatives represent the most commonly used dyes on the industrial scale (<xref
					ref-type="bibr" rid="B17">Forgacs et al. 2004</xref>). Due to their large-scale
				production and extensive application, these synthetic dyes can cause considerable
				environmental pollution (<xref ref-type="bibr" rid="B34">Nawaz and Ahsan
				2014</xref>) and serious health risks (<xref ref-type="bibr" rid="B17">Forgacs et
					al. 2004</xref>, <xref ref-type="bibr" rid="B13">de Jager et al.
				2014</xref>).</p>
			<p>Indigo blue dye is the main raw material used in the process of denim dyeing. This
				dye contains a ketonic group (C=O), and is water-insoluble. Wastewater containing
				indigo blue dye is characterized by a dark blue color due to the presence of the
				residual dye that was not fixed to the fiber during the dyeing process (<xref
					ref-type="bibr" rid="B1">Albuquerque et al. 2013</xref>) and the presence of
				unreactive hydrolyzed dye in the dyebath (<xref ref-type="bibr" rid="B36">Pearce et
					al. 2003</xref>). Dye loss in the effluent can range from 2 % to 50 % depending
				on the dye type (Pearce et al. 2003, <xref ref-type="bibr" rid="B17">Forgacs et al.
					2004</xref>, <xref ref-type="bibr" rid="B32">Martínez-Huitle and Brillas
					2009</xref>, <xref ref-type="bibr" rid="B37">Punzi et al. 2012</xref>, <xref
					ref-type="bibr" rid="B26">Khandegar and Saroha 2013</xref>). The poor
				biodegradability of denim wastewater is caused by the presence of color, nutrients
				(nitrogen and phosphorus), inorganic salts, refractory organics (<xref
					ref-type="bibr" rid="B25">Karthikey et al. 2011</xref>, <xref ref-type="bibr"
					rid="B13">de Jager et al. 2014</xref>), total suspended solids (TSS), chemical
				oxygen demand (COD), variable pH (2 to 12), and toxic compounds such as surfactants,
				heavy metals, and chlorinated organic compounds (<xref ref-type="bibr" rid="B38"
					>Raghu et al. 2009</xref>, <xref ref-type="bibr" rid="B26">Khandegar and Saroha
					2013</xref>, <xref ref-type="bibr" rid="B9">Blanco et al. 2014</xref>, <xref
					ref-type="bibr" rid="B31">Manenti et al. 2014</xref>). It is estimated that 280
				000 t of textile dyes are discharged in industrial textile effluent every year
				worldwide (<xref ref-type="bibr" rid="B2">Ali 2010</xref>).</p>
			<p>Various physical, chemical, biological, enzymatic, and electrochemical technologies
				have been widely used to treat textile effluents (<xref ref-type="bibr" rid="B32"
					>Martínez-Huitle and Brillas 2009</xref>). Among these, ferrate oxidation is
				considered to be an environmental friendly technique for pollution control and an
				efficient tool for dye degradation. The oxidizing power of ferrate is higher than
				those of common oxidants such as permanganate, ozone, and hypochlorite (<xref
					ref-type="bibr" rid="B28">Li et al. 2005</xref>, <xref ref-type="bibr" rid="B16"
					>Eng et al. 2006</xref>, <xref ref-type="bibr" rid="B19">Han et al. 2018</xref>,
					<xref ref-type="bibr" rid="B39">Rai et al. 2018</xref>). </p>
			<p>During the oxidation of dyes, ferrate is reduced to Fe(III); therefore, ferrate
				exhibits coagulating properties as a consequence of ferric hydroxide
					(Fe(OH)<sub>3</sub>) formation. This coagulation can greatly enhance the
				aggregation and settling processes (<xref ref-type="bibr" rid="B16">Eng et al.
					2006</xref>, <xref ref-type="bibr" rid="B4">Alsheyab et al. 2009</xref>, <xref
					ref-type="bibr" rid="B39">Rai et al. 2018</xref>, <xref ref-type="bibr"
					rid="B45">Shin et al. 2018</xref>), and is considered beneficial for water
				treatment processes. A variety of industrial wastewater pollutants have been treated
				by ferrates, including inorganic contaminants, nitrogen-containing pollutants,
				organosulfur compounds, nutrients, some metals, emerging pollutants, and
				microorganisms (<xref ref-type="bibr" rid="B16">Eng et al. 2006</xref>, <xref
					ref-type="bibr" rid="B35">Nikolić-Bujanović et al. 2011</xref>, <xref
					ref-type="bibr" rid="B48">Villanueva-Rodríguez et al. 2012</xref>, <xref
					ref-type="bibr" rid="B19">Han et al. 2018</xref>).</p>
			<p>There are two basic methods for ferrate production: chemical and electrochemical
				methods. The chemical methods are based on combining iron compounds, such as iron
				(III) nitrate and iron oxide, with an oxidizing material in an alkaline environment.
				In contrast, electrochemical methods usually involve the use of a sacrificial iron
				anode in an electrolysis cell containing a strongly alkaline solution such as NaOH
				or KOH. A direct current is applied to oxidize the Fe<sub>0</sub> to Fe(VI) (<xref
					ref-type="bibr" rid="B14">De Koninck and Bélanger 2003</xref>, <xref
					ref-type="bibr" rid="B4">Alsheyab et al. 2009</xref>, <xref ref-type="bibr"
					rid="B33">Mácová et al. 2009</xref>, <xref ref-type="bibr" rid="B48"
					>Villanueva-Rodríguez et al. 2012</xref>).</p>
			<p>On this basis, the use of electrochemically synthesized sodium and potassium ferrate
				was proposed for the treatment of indigo blue aqueous solutions and denim
				wastewater. The electrochemical synthesis was carried out using a batch cell and a
				Fe-BDD (boron doped diamond) anode/cathode. The synthesis of ferrate ions by
				electrochemical means depends strongly on the applied current density, electrode
				material, active area, temperature, reactor design, iron concentration, and
				electrolyte used. These parameters were evaluated using a 2<sup>4</sup> factorial
				design. It is important to note that while the great majority of the studies using
				sodium or potassium ferrate have been carried out only in an aqueous solution, in
				this work, the ferrate compounds were applied to real wastewater, giving this work
				additional significance.</p>
		</sec>
		<sec sec-type="materials|methods">
			<title>MATERIAL AND METHODS</title>
			<sec>
				<title>Electrochemical synthesis of ferrate</title>
				<p>The electrosynthesis was accomplished according to the 2<sup>4</sup> factorial
					shown in <xref ref-type="table" rid="t1">table I</xref>. The variables of
					temperature, current density, and the type and concentration of the electrolyte
					were analyzed and contrasted using the Yates algorithm and the “F” test to
					determine which had the main effect on the electrosynthesis of ferrate. The
					experiments were carried out in an electrochemical batch cell using iron as the
					anode and BDD as the cathode; the anodic surface area was 12 cm<sup>2</sup>. 30
					mL of the electrolyte was placed in the electrosynthesis reactor, and the
					current intensity was controlled using a power supply and a digital multimeter.
					The concentration of ferrate was determined by measuring the absorbance at 505
					nm using a Varian Cary E1 spectrophotometer, and applying a molar absorption
					coefficient of 1150 1/M/cm (<xref ref-type="bibr" rid="B27">Lee et al.
						2005</xref>, <xref ref-type="bibr" rid="B40">Ramseier Peter et al.
						2011</xref>, <xref ref-type="bibr" rid="B43">Sharma 2013</xref>). </p>
				<p>
					<table-wrap id="t1">
						<label>TABLE I</label>
						<caption>
							<title>FACTORIAL DESIGN OF FERRATE ELECTROSYNTHESIS</title>
						</caption>
						<table frame="hsides" rules="groups">
							<colgroup>
								<col/>
								<col/>
								<col/>
								<col/>
							</colgroup>
							<tbody>
								<tr>
									<td align="justify">Factors</td>
									<td align="center">Symbol</td>
									<td align="center">Level 1 (-)</td>
									<td align="center">Level 2 (+)</td>
								</tr>
								<tr>
									<td align="justify">Electrolyte type</td>
									<td align="center">A</td>
									<td align="center">NaOH</td>
									<td align="center">KOH</td>
								</tr>
								<tr>
									<td align="justify">Electrolyte concentration (M)</td>
									<td align="center">B</td>
									<td align="center">14</td>
									<td align="center">20</td>
								</tr>
								<tr>
									<td align="justify">Current density (mA/cm<sup>2</sup>)</td>
									<td align="center">C</td>
									<td align="center">30</td>
									<td align="center">100</td>
								</tr>
								<tr>
									<td align="justify">Temperature (ºC)</td>
									<td align="center">D</td>
									<td align="center">4</td>
									<td align="center">RT</td>
								</tr>
							</tbody>
						</table>
						<table-wrap-foot>
							<fn id="TFN1">
								<p>(-) low level, (+) high level, (RT) room temperature</p>
							</fn>
						</table-wrap-foot>
					</table-wrap>
				</p>
			</sec>
			<sec>
				<title>Characterization of ferrate (VI)</title>
				<p>Ferrate(VI) was characterized by three analytical techniques: a) infrared
					spectroscopy (IR) to observe the characteristic functional groups at 324 and 800
					1/cm; b) cyclic voltammetry (CV), an electroanalytical technique used for the
					determination of compounds that are oxidized or reduced electrochemically, and
					c) ultraviolet-visible spectroscopy (UV-Vis), which provides information via the
					characteristic absorption peak at 505 nm. </p>
			</sec>
			<sec>
				<title>Indigo blue aqueous solutions</title>
				<p>Indigo blue dye was obtained from an industrial dyeing operation located in the
					State of Mexico, and was characterized using IR spectroscopy and UV-Vis
					spectroscopy in a previous report (<xref ref-type="bibr" rid="B3"
						>Almazán-Sánchez et al. 2016</xref>). For this, 10, 30, 40, 50, and 100 mg/L
					aqueous solutions of the dye were prepared (pH = 8.0), and the concentration was
					determined by UV-Vis spectrometry at 591 nm, based on the previous results. </p>
			</sec>
			<sec>
				<title>Textile wastewater sample</title>
				<p>A wastewater sample from the effluent of an industrial textile operation located
					in the State of Mexico was collected in plastic containers. The following
					parameters of the sample were analyzed: temperature, biochemical oxygen demand
						(BOD<sub>5</sub>), chemical oxygen demand (COD), total organic carbon (TOC),
					color (Pt-Co units), turbidity, pH, sulfates (SO<sub>4</sub>
					<sup>2-</sup>), ammonia nitrogen (NH<sub>4</sub>
					<sup>+</sup>), total suspended solids (TSS), methylene blue active substances
					(MBAS), nitrates (NO<sub>3</sub>
					<sup>-</sup>), nitrites (NO<sub>2</sub>
					<sup>-</sup>), total phosphorus, total solids (TS), total dissolved solids
					(TDS), oil and grease, residual chlorine, magnesium, sodium, and calcium,
					according to standard methods and procedures (<xref ref-type="bibr" rid="B6"
						>APHA 2012</xref>). The sample was also analyzed using IR spectroscopy and
					UV-Vis to determine the mechanism of dye removal. The same parameters were
					analyzed in the treated wastewater in order to evaluate the efficiency of
					ferrate.</p>
			</sec>
			<sec>
				<title>Treatment of the aqueous solutions and wastewater by sodium and potassium
					ferrate</title>
				<p>A jar test was used to determine the optimum time and ferrate dose for the
					treatment of the aqueous solutions and denim wastewater. Batch experiments were
					carried out by combining 8 mL of the indigo blue aqueous solutions with
					different initial concentrations (10, 30, 40, 50, or 100 mg/L) with 25, 50, 100,
					200, or 300 mg/L of previously synthesized potassium and sodium ferrate. The
					solutions were mixed rapidly (250 rpm) for 1 min, and then at a lower rate (50
					rpm) for 26 h. Aliquots were collected at different times (1, 2, 3, 4, 5, 6, 7,
					and 26 h) and the concentration of indigo blue was evaluated in order to
					calculate the removal percentage at the end of the treatment. For the denim
					wastewater, the treatments were carried out under the same conditions, and the
					color removal efficiency was evaluated after 1 h. All experiments were carried
					out in triplicate. </p>
			</sec>
		</sec>
		<sec sec-type="results|discussion">
			<title>RESULTS AND DISCUSSION</title>
			<sec>
				<title>Electrochemical synthesis of ferrate</title>
				<p>The effect of different variables in the electrosynthesis of ferrate was
					evaluated using a 2<sup>4</sup> factorial design. The effect of each factor was
					analyzed separately in order to determine its influence on the process. <xref
						ref-type="table" rid="t2">Table II</xref> shows the optimal operational
					conditions for the electrochemical processes. According to the results, the best
					ferrate yield was obtained in experiment 15, using 20 M NaOH, and applying a
					current density of 100 mA/cm<sup>2</sup> at room temperature (25 ºC). </p>
				<p>
					<table-wrap id="t2">
						<label>TABLE II</label>
						<caption>
							<title>RESULTS OF FERRATE SYNTHESIS, ACCORDING TO 2<sup>4</sup>
								FACTORIAL DESIGN. STUDIED VARIABLES: A = ELECTROLYTE TYPE (NaOH OR
								KOH), B = ELECTROLYTE CONCENTRATION (14 AND 20 M), C = CURRENT
								DENSITY (30 AND 100 MA/CM<sup>2</sup>), D = TEMPERATURE (4º C AND
								ROOM TEMPERATURE)</title>
						</caption>
						<table frame="hsides" rules="groups">
							<colgroup>
								<col/>
								<col/>
								<col span="3"/>
								<col span="2"/>
								<col/>
							</colgroup>
							<tbody>
								<tr>
									<td align="center" rowspan="2">Experiment</td>
									<td align="center" rowspan="2">Interaction</td>
									<td align="center" colspan="3">Factors </td>
									<td align="center" colspan="2">(FeO<sub>4</sub>)<sup>2-</sup>
										(g/L)</td>
									<td align="center">Energy consumption (kWh/kg)</td>
								</tr>
								<tr>
									<td align="center">A</td>
									<td align="center">B (M)</td>
									<td align="center">C (mA/cm<sup>2</sup>)</td>
									<td align="center">D (ºC)</td>
									<td align="center"> </td>
									<td align="center"> </td>
								</tr>
								<tr>
									<td align="center">1</td>
									<td align="center">M*</td>
									<td align="center">NaOH</td>
									<td align="center">14</td>
									<td align="center">30</td>
									<td align="center">4</td>
									<td align="center">0.20</td>
									<td align="center">10.86</td>
								</tr>
								<tr>
									<td align="center">2</td>
									<td align="center">A</td>
									<td align="center">KOH</td>
									<td align="center">14</td>
									<td align="center">30</td>
									<td align="center">4</td>
									<td align="center">0.04</td>
									<td align="center">44.86</td>
								</tr>
								<tr>
									<td align="center">3</td>
									<td align="center">B</td>
									<td align="center">NaOH</td>
									<td align="center">20</td>
									<td align="center">30</td>
									<td align="center">4</td>
									<td align="center">1.42</td>
									<td align="center">1.53</td>
								</tr>
								<tr>
									<td align="center">4</td>
									<td align="center">AB</td>
									<td align="center">KOH</td>
									<td align="center">20</td>
									<td align="center">30</td>
									<td align="center">4</td>
									<td align="center">0.05</td>
									<td align="center">37.81</td>
								</tr>
								<tr>
									<td align="center">5</td>
									<td align="center">C</td>
									<td align="center">NaOH</td>
									<td align="center">14</td>
									<td align="center">100</td>
									<td align="center">4</td>
									<td align="center">0.81</td>
									<td align="center">17.03</td>
								</tr>
								<tr>
									<td align="center">6</td>
									<td align="center">AC</td>
									<td align="center">KOH</td>
									<td align="center">14</td>
									<td align="center">100</td>
									<td align="center">4</td>
									<td align="center">0.15</td>
									<td align="center">90.43</td>
								</tr>
								<tr>
									<td align="center">7</td>
									<td align="center">BC</td>
									<td align="center">NaOH</td>
									<td align="center">20</td>
									<td align="center">100</td>
									<td align="center">4</td>
									<td align="center">0.58</td>
									<td align="center">12.50</td>
								</tr>
								<tr>
									<td align="center">8</td>
									<td align="center">ABC</td>
									<td align="center">KOH</td>
									<td align="center">20</td>
									<td align="center">100</td>
									<td align="center">4</td>
									<td align="center">0.33</td>
									<td align="center">27.24</td>
								</tr>
								<tr>
									<td align="center">9</td>
									<td align="center">D</td>
									<td align="center">NaOH</td>
									<td align="center">14</td>
									<td align="center">30</td>
									<td align="center">RT</td>
									<td align="center">1.32</td>
									<td align="center">1.65</td>
								</tr>
								<tr>
									<td align="center">10</td>
									<td align="center">AD</td>
									<td align="center">KOH</td>
									<td align="center">14</td>
									<td align="center">30</td>
									<td align="center">RT</td>
									<td align="center">0.25</td>
									<td align="center">5.69</td>
								</tr>
								<tr>
									<td align="center">11</td>
									<td align="center">BD</td>
									<td align="center">NaOH</td>
									<td align="center">20</td>
									<td align="center">30</td>
									<td align="center">RT</td>
									<td align="center">2.31</td>
									<td align="center">0.63</td>
								</tr>
								<tr>
									<td align="center">12</td>
									<td align="center">ABD</td>
									<td align="center">KOH</td>
									<td align="center">20</td>
									<td align="center">30</td>
									<td align="center">RT</td>
									<td align="center">0.20</td>
									<td align="center">6.89</td>
								</tr>
								<tr>
									<td align="center">13</td>
									<td align="center">CD</td>
									<td align="center">NaOH</td>
									<td align="center">14</td>
									<td align="center">100</td>
									<td align="center">RT</td>
									<td align="center">1.38</td>
									<td align="center">4.43</td>
								</tr>
								<tr>
									<td align="center">14</td>
									<td align="center">ACD</td>
									<td align="center">KOH</td>
									<td align="center">14</td>
									<td align="center">100</td>
									<td align="center">RT</td>
									<td align="center">0.42</td>
									<td align="center">21.94</td>
								</tr>
								<tr>
									<td align="center">15</td>
									<td align="center">BCD</td>
									<td align="center">NaOH</td>
									<td align="center">20</td>
									<td align="center">100</td>
									<td align="center">RT</td>
									<td align="center">6.89</td>
									<td align="center">2.01</td>
								</tr>
								<tr>
									<td align="center">16</td>
									<td align="center">ABCD</td>
									<td align="center">KOH</td>
									<td align="center">20</td>
									<td align="center">100</td>
									<td align="center">RT</td>
									<td align="center">0.31</td>
									<td align="center">44.49</td>
								</tr>
							</tbody>
						</table>
						<table-wrap-foot>
							<fn id="TFN2">
								<p>* M is the standard order. It refers to the experiment in which
									all the variables are in the low level, RT = room
									temperature</p>
							</fn>
						</table-wrap-foot>
					</table-wrap>
				</p>
				<p>
					<xref ref-type="fig" rid="f1">Figure 1</xref> shows that the highest production
					of ferrate was achieved by applying a current density of 100 mA/cm<sup>2</sup>,
					with the yield of ferrate reaching 6.89 g/L (41.54 mM). At a current density of
					30 mA/cm<sup>2</sup>, only 2.31 g/L (13.92 mM) of ferrate was synthesized using
					NaOH as the electrolyte, as shown in <xref ref-type="table" rid="t2">table
						II</xref>. Many studies have reported the synthesis of ferrate under
					different experimental conditions, some of which obtained 2.03, 1.91, and 1.74
					mM of ferrate in 20 M NaOH media with current densities of 4.55, 3.08, and 1.47
						mA/cm<sup>2</sup>, respectively (<xref ref-type="bibr" rid="B7">Barışçı et
						al. 2014</xref>). <xref ref-type="bibr" rid="B5">Alsheyab et al.
						(2010)</xref> achieved concentrations in the range 0.54-3.25 mM by applying
					current densities from 1.8 to 18.1 mA/cm<sup>2</sup> in 14 M NaOH. Other authors
					achieved yields of 7.3 and 1.5 mM at 3.3 and 0.5 mA/cm<sup>2</sup> in 16 M NaOH
						(<xref ref-type="bibr" rid="B15">Ding et al. 2004</xref>). Finally, a
					concentration of approximately 0.23 mM was achieved at 125 mA/cm<sup>2</sup>
					using 14 M KOH (<xref ref-type="bibr" rid="B46">Sánchez-Carretero et al.
						2010</xref>). </p>
				<p>
					<fig id="f1">
						<label>Fig 1</label>
						<caption>
							<title>Current density effect. a) 100 mA/cm<sup>2</sup>, b) 30
									mA/cm<sup>2</sup>. Electrolyte type (A), electrolyte
								concentration (B), current density (C) and temperature (D)</title>
						</caption>
						<graphic xlink:href="0188-4999-rica-36-03-607-gf1.png"/>
					</fig>
				</p>
				<p>Different mechanisms have been proposed to explain the process of ferrate
					production in the electrochemical cell; equations 1-7 (<xref ref-type="bibr"
						rid="B33">Mácová et al. 2009</xref>) describe anodic dissolution and involve
					the formation of a passivating layer over the electrode, reducing the ferrate
					yield. This film consists of FeOOH and Fe(OH)<sub>2</sub> (Eq. 2-3), which block
					the flow of electrons. Additionally, Fe<sub>3</sub>O<sub>4</sub> (Eq. 1) can act
					as a barrier against further iron dissolution and prevent the formation of
					ferrate; it also competes with oxygen evolution (Eq. 7). The hydroxyl ions
					promote the reaction by dissolving the oxide/hydroxide layer, as shown in
					equations 4-6. Hydrogen gas is produced at the cathode in the global reaction
						(<xref ref-type="bibr" rid="B7">Barışçı et al. 2014</xref>). The
					electrochemical reactions generated at the anode and cathode are shown in <xref
						ref-type="fig" rid="f2">figure 2</xref> (<xref ref-type="bibr" rid="B51">Zou
						and Chin 1988</xref>, <xref ref-type="bibr" rid="B22">Jiang and Lloyd
						2002</xref>, <xref ref-type="bibr" rid="B5">Alsheyab et al. 2010</xref>).
					The sacrificial iron anode is oxidized from iron (0) to iron (VI) in the
					presence of hydroxyl ions, and simultaneous oxygen evolution and gas production
					take place. The energy consumption of the reaction was 2.01 KWh/kg, which was in
					agreement with the report of <xref ref-type="bibr" rid="B7">Barışçı et al.
						(2014)</xref>.</p>
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							<mml:mi mathvariant="normal"> </mml:mi>
							<mml:mo>+</mml:mo>
							<mml:mi mathvariant="normal"> </mml:mi>
							<mml:msup>
								<mml:mrow>
									<mml:mi>e</mml:mi>
								</mml:mrow>
								<mml:mrow>
									<mml:mo>-</mml:mo>
								</mml:mrow>
							</mml:msup>
						</mml:math>
						<label>(5)</label>
					</disp-formula>
				</p>
				<p>
					<disp-formula id="e6">
						<mml:math id="m6" display="block">
							<mml:msubsup>
								<mml:mrow>
									<mml:mn>3</mml:mn>
									<mml:mi>F</mml:mi>
									<mml:mi>e</mml:mi>
									<mml:mi>O</mml:mi>
								</mml:mrow>
								<mml:mrow>
									<mml:mn>3</mml:mn>
								</mml:mrow>
								<mml:mrow>
									<mml:mn>2</mml:mn>
									<mml:mo>-</mml:mo>
								</mml:mrow>
							</mml:msubsup>
							<mml:mi mathvariant="normal"> </mml:mi>
							<mml:mo>+</mml:mo>
							<mml:mi mathvariant="normal"> </mml:mi>
							<mml:msub>
								<mml:mrow>
									<mml:mi>H</mml:mi>
								</mml:mrow>
								<mml:mrow>
									<mml:mn>2</mml:mn>
								</mml:mrow>
							</mml:msub>
							<mml:mi>O</mml:mi>
							<mml:mi mathvariant="normal"> </mml:mi>
							<mml:mo>→</mml:mo>
							<mml:mi mathvariant="normal"> </mml:mi>
							<mml:msubsup>
								<mml:mrow>
									<mml:mn>2</mml:mn>
									<mml:mi>F</mml:mi>
									<mml:mi>e</mml:mi>
									<mml:mi>O</mml:mi>
								</mml:mrow>
								<mml:mrow>
									<mml:mn>2</mml:mn>
								</mml:mrow>
								<mml:mrow>
									<mml:mo>-</mml:mo>
									<mml:mi mathvariant="normal"> </mml:mi>
								</mml:mrow>
							</mml:msubsup>
							<mml:mo>+</mml:mo>
							<mml:mi mathvariant="normal"> </mml:mi>
							<mml:msubsup>
								<mml:mrow>
									<mml:mi>F</mml:mi>
									<mml:mi>e</mml:mi>
									<mml:mi>O</mml:mi>
								</mml:mrow>
								<mml:mrow>
									<mml:mn>4</mml:mn>
								</mml:mrow>
								<mml:mrow>
									<mml:mn>2</mml:mn>
									<mml:mo>-</mml:mo>
								</mml:mrow>
							</mml:msubsup>
							<mml:mi mathvariant="normal"> </mml:mi>
							<mml:mo>+</mml:mo>
							<mml:mi mathvariant="normal"> </mml:mi>
							<mml:mn>2</mml:mn>
							<mml:mi>O</mml:mi>
							<mml:msup>
								<mml:mrow>
									<mml:mi>H</mml:mi>
								</mml:mrow>
								<mml:mrow>
									<mml:mo>-</mml:mo>
								</mml:mrow>
							</mml:msup>
						</mml:math>
						<label>(6)</label>
					</disp-formula>
				</p>
				<p>
					<disp-formula id="e7">
						<mml:math id="m7" display="block">
							<mml:mn>2</mml:mn>
							<mml:mi>O</mml:mi>
							<mml:msup>
								<mml:mrow>
									<mml:mi>H</mml:mi>
								</mml:mrow>
								<mml:mrow>
									<mml:mo>-</mml:mo>
								</mml:mrow>
							</mml:msup>
							<mml:mi mathvariant="normal"> </mml:mi>
							<mml:mo>→</mml:mo>
							<mml:mi mathvariant="normal"> </mml:mi>
							<mml:msub>
								<mml:mrow>
									<mml:mi>H</mml:mi>
								</mml:mrow>
								<mml:mrow>
									<mml:mn>2</mml:mn>
								</mml:mrow>
							</mml:msub>
							<mml:mi>O</mml:mi>
							<mml:mi mathvariant="normal"> </mml:mi>
							<mml:mo>+</mml:mo>
							<mml:mi mathvariant="normal"> </mml:mi>
							<mml:mfrac>
								<mml:mrow>
									<mml:mn>1</mml:mn>
								</mml:mrow>
								<mml:mrow>
									<mml:mn>2</mml:mn>
								</mml:mrow>
							</mml:mfrac>
							<mml:msub>
								<mml:mrow>
									<mml:mi>O</mml:mi>
								</mml:mrow>
								<mml:mrow>
									<mml:mn>2</mml:mn>
								</mml:mrow>
							</mml:msub>
							<mml:mi mathvariant="normal"> </mml:mi>
							<mml:mo>+</mml:mo>
							<mml:mi mathvariant="normal"> </mml:mi>
							<mml:msup>
								<mml:mrow>
									<mml:mn>2</mml:mn>
									<mml:mi>e</mml:mi>
								</mml:mrow>
								<mml:mrow>
									<mml:mo>-</mml:mo>
								</mml:mrow>
							</mml:msup>
						</mml:math>
						<label>(7)</label>
					</disp-formula>
				</p>
				<p>
					<fig id="f2">
						<label>Fig 2</label>
						<caption>
							<title>Electrochemical synthesis of ferrate (VI)</title>
						</caption>
						<graphic xlink:href="0188-4999-rica-36-03-607-gf2.png"/>
					</fig>
				</p>
				<p>The type of electrolyte used affects iron dissolution, the formation of the
					oxide/hydroxide layer, and the solubility of the dissolution products. Some
					researchers have suggested that NaOH is the best electrolyte for the
					electrochemical preparation of ferrate (<xref ref-type="bibr" rid="B11">Bouzek
						et al. 1999</xref>, <xref ref-type="bibr" rid="B10">Bouzek and Bergmann
						1999</xref>, <xref ref-type="bibr" rid="B15">Ding et al. 2004</xref>, <xref
						ref-type="bibr" rid="B50">Xu et al. 2009</xref>, <xref ref-type="bibr"
						rid="B7">Barışçı et al. 2014</xref>), while others have reported that better
					electrosynthesis results were obtained using KOH (<xref ref-type="bibr"
						rid="B20">He et al. 2005</xref>). Na<sub>2</sub>FeO<sub>4</sub> remains
					soluble in saturated aqueous NaOH solutions, but K<sub>2</sub>FeO<sub>4</sub> is
					insoluble in a saturated KOH solution (<xref ref-type="bibr" rid="B22">Jiang and
						Lloyd 2002</xref>). In this study, NaOH was found to be the best alkaline
					medium, as shown in <xref ref-type="fig" rid="f3">figure 3a and 3b</xref>. When
					KOH was used, only 0.42 g/L of ferrate was produced.</p>
				<p>
					<fig id="f3">
						<label>Fig 3</label>
						<caption>
							<title>Electrolyte effect. a) KOH (concentration of electrolyte: 14 and
								20 M, current density: 30 and 100 mA/cm<sup>2</sup>, T= 4 ºC and
								room temperature), b) NaOH (concentration of electrolyte: 14 and 20
								M, current density: 30 and 100 mA/cm<sup>2</sup>, T= 4 ºC and room
								temperature), c) 20 M (electrolyte: NaOH and KOH, current density:
								30 and 100 mA/cm<sup>2</sup>, T= 4 ºC and room temperature), d) 14 M
								(electrolyte: NaOH and KOH, current density: 30 and 100
									mA/cm<sup>2</sup>, T= 4 ºC and room temperature). Electrolyte
								type (A), electrolyte concentration (B), current density (C) and
								temperature (D)</title>
						</caption>
						<graphic xlink:href="0188-4999-rica-36-03-607-gf3.png"/>
					</fig>
				</p>
				<p>According to the previous equations, ferrate production increases with increasing
						HO<sup>-</sup> ion concentration. A concentrated medium increases the
					solubility of lower-valence iron species and promotes ferrate stability (<xref
						ref-type="bibr" rid="B51">Zou and Chin 1988</xref>, <xref ref-type="bibr"
						rid="B21">He et al. 2006</xref>, <xref ref-type="bibr" rid="B33">Mácová et
						al. 2009</xref>). When KOH is used at high concentrations (over 500 g/L),
					the oxides and hydroxides formed crystalize on the anode surface (<xref
						ref-type="bibr" rid="B11">Bouzek et al. 1999</xref>). In this research,
					concentrations of 14 M and 20 M were evaluated. Using 20 M NaOH, the maximum
					ferrate concentration of 6.89 g/L was obtained (<xref ref-type="fig" rid="f3"
						>Fig. 3c</xref>), while a concentration of 1.38 g/L was obtained using 14 M
					NaOH (<xref ref-type="fig" rid="f3">Fig. 3d</xref>). </p>
				<p>Changing the temperature could induce the depassivation of the anode surface. The
					influence of temperature on electrochemical ferrate production has previously
					been reported by several researchers (<xref ref-type="bibr" rid="B8">Beck et al.
						1985</xref>). For instance, <xref ref-type="bibr" rid="B7">Barışçı et al.
						(2014)</xref> studied the effect of using temperatures of 20, 30, 50, and 65
					ºC with high-purity iron anodes. The highest production rate after 75 min was
					obtained at 65 ºC, and the lowest production rate was observed at 20 ºC. They
					concluded that higher temperatures led to better production in ferrate synthesis
					using high-purity iron anodes. In this work, similar behavior was observed; the
					maximum ferrate concentration was achieved at room temperature (25 ºC), whereas
					at 4 ºC, only 1.42 g/L was obtained (<xref ref-type="fig" rid="f4">Fig.
					4</xref>). </p>
				<p>
					<fig id="f4">
						<label>Fig 4</label>
						<caption>
							<title>Temperature effect. a) 4ºC, b) room temperature. Electrolyte type
								(A), electrolyte concentration (B), current density (C) and
								temperature (D)</title>
						</caption>
						<graphic xlink:href="0188-4999-rica-36-03-607-gf4.png"/>
					</fig>
				</p>
				<p>The results were validated using the Yates algorithm to explain the synergic
					effect of all the operational variables. The Yates equation obtained is as
					follows:</p>
				<p>
					<disp-formula id="e8">
						<mml:math id="m8" display="block">
							<mml:mi mathvariant="normal">Y</mml:mi>
							<mml:mi mathvariant="normal"> </mml:mi>
							<mml:mo>=</mml:mo>
							<mml:mi mathvariant="normal"> </mml:mi>
							<mml:mn>1.03</mml:mn>
							<mml:mi mathvariant="normal"> </mml:mi>
							<mml:mo>-</mml:mo>
							<mml:mi mathvariant="normal"> </mml:mi>
							<mml:mn>1.63</mml:mn>
							<mml:mi mathvariant="normal"> </mml:mi>
							<mml:mi mathvariant="normal">A</mml:mi>
							<mml:mi mathvariant="normal"> </mml:mi>
							<mml:mo>+</mml:mo>
							<mml:mi mathvariant="normal"> </mml:mi>
							<mml:mn>0.98</mml:mn>
							<mml:mi mathvariant="normal"> </mml:mi>
							<mml:mi mathvariant="normal">B</mml:mi>
							<mml:mi mathvariant="normal"> </mml:mi>
							<mml:mo>+</mml:mo>
							<mml:mi mathvariant="normal"> </mml:mi>
							<mml:mn>0.54</mml:mn>
							<mml:mi mathvariant="normal"> </mml:mi>
							<mml:mi mathvariant="normal">C</mml:mi>
							<mml:mi mathvariant="normal"> </mml:mi>
							<mml:mo>+</mml:mo>
							<mml:mi mathvariant="normal"> </mml:mi>
							<mml:mn>1.09</mml:mn>
							<mml:mi mathvariant="normal"> </mml:mi>
							<mml:mi mathvariant="normal">D</mml:mi>
							<mml:mi mathvariant="normal"> </mml:mi>
							<mml:mi mathvariant="normal"> </mml:mi>
							<mml:mi mathvariant="normal"> </mml:mi>
							<mml:mi mathvariant="normal"> </mml:mi>
						</mml:math>
						<label>(8)</label>
					</disp-formula>
				</p>
				<p>Where: </p>
				<p>A (type of electrolyte) = -1.63 g/L, B (concentration of electrolyte) = 0.98 g/L,
					C (current density) = 0.54 g/L, and D (temperature) = 1.09 g/L.</p>
				<p>Based on the electrolyte type parameter (A), changing the electrolyte from NaOH
					electrolyte to KOH reduced the ferrate concentration. When the concentration of
					electrolyte (B) was increased from 14 to 20 M, the synthesis of ferrate was
					enhanced. Increasing the current density (C) from 30 to 100 mA/cm<sup>2</sup>
					had a positive effect on the electrochemical process, improving the production
					of ferrate. Increasing the temperature (D) from 4 ºC to room temperature (25 ºC)
					also enhanced the concentration of ferrate. </p>
				<p>
					<xref ref-type="table" rid="t3">Table III</xref> shows the effects calculated by
					the Yates algorithm; through these data, the sum of squares, estimated
					coefficients, standard deviation and the “F” test were determined. Variables B,
					C and D have effects on both levels in the electrochemical synthesis of ferrate
					(VI); while the variable A (type of electrolyte) is optimal with NaOH at the low
					level.</p>
				<p>
					<table-wrap id="t3">
						<label>TABLE III</label>
						<caption>
							<title>STATISTICAL ANALYSIS IN THE ELECTROCHEMICAL SYNTHESIS OF
								FERRATE</title>
						</caption>
						<table frame="hsides" rules="groups">
							<colgroup>
								<col/>
								<col/>
								<col/>
								<col/>
								<col/>
								<col/>
							</colgroup>
							<tbody>
								<tr>
									<td align="center">Interaction</td>
									<td align="center">Effect</td>
									<td align="center">Sum of squares</td>
									<td align="center">Estimated coefficients</td>
									<td align="center">Standard deviation</td>
									<td align="center">“F” Test</td>
								</tr>
								<tr>
									<td align="center">M</td>
									<td align="center">1.03</td>
									<td align="center"> </td>
									<td align="center"> </td>
									<td align="center">0.44</td>
									<td align="center">2.96</td>
								</tr>
								<tr>
									<td align="center">A</td>
									<td align="center">-1.64</td>
									<td align="center">10.73</td>
									<td align="center">-0.82</td>
									<td align="center">0.44</td>
									<td align="center">-1.86</td>
								</tr>
								<tr>
									<td align="center">B</td>
									<td align="center">0.93</td>
									<td align="center">3.47</td>
									<td align="center">0.47</td>
									<td align="center">0.44</td>
									<td align="center">1.06</td>
								</tr>
								<tr>
									<td align="center">AB</td>
									<td align="center">-0.97</td>
									<td align="center">3.76</td>
									<td align="center">-0.48</td>
									<td align="center">0.44</td>
									<td align="center">-1.10</td>
								</tr>
								<tr>
									<td align="center">C</td>
									<td align="center">0.60</td>
									<td align="center">1.43</td>
									<td align="center">0.30</td>
									<td align="center">0.44</td>
									<td align="center">0.68</td>
								</tr>
								<tr>
									<td align="center">AC</td>
									<td align="center">-0.48</td>
									<td align="center">0.90</td>
									<td align="center">-0.24</td>
									<td align="center">0.44</td>
									<td align="center">-0.54</td>
								</tr>
								<tr>
									<td align="center">BC</td>
									<td align="center">0.41</td>
									<td align="center">0.66</td>
									<td align="center">0.20</td>
									<td align="center">0.44</td>
									<td align="center">0.46</td>
								</tr>
								<tr>
									<td align="center">ABC</td>
									<td align="center">-0.33</td>
									<td align="center">0.44</td>
									<td align="center">-0.17</td>
									<td align="center">0.44</td>
									<td align="center">-0.38</td>
								</tr>
								<tr>
									<td align="center">D</td>
									<td align="center">1.15</td>
									<td align="center">5.29</td>
									<td align="center">0.58</td>
									<td align="center">0.44</td>
									<td align="center">1.31</td>
								</tr>
								<tr>
									<td align="center">AD</td>
									<td align="center">-1.04</td>
									<td align="center">4.35</td>
									<td align="center">-0.52</td>
									<td align="center">0.44</td>
									<td align="center">-1.19</td>
								</tr>
								<tr>
									<td align="center">BD</td>
									<td align="center">0.65</td>
									<td align="center">1.71</td>
									<td align="center">0.33</td>
									<td align="center">0.44</td>
									<td align="center">0.74</td>
								</tr>
								<tr>
									<td align="center">ABD</td>
									<td align="center">-0.70</td>
									<td align="center">1.94</td>
									<td align="center">-0.35</td>
									<td align="center">0.44</td>
									<td align="center">-0.79</td>
								</tr>
								<tr>
									<td align="center">CD</td>
									<td align="center">0.63</td>
									<td align="center">1.60</td>
									<td align="center">0.32</td>
									<td align="center">0.44</td>
									<td align="center">0.72</td>
								</tr>
								<tr>
									<td align="center">ACD</td>
									<td align="center">-0.61</td>
									<td align="center">1.51</td>
									<td align="center">-0.31</td>
									<td align="center">0.44</td>
									<td align="center">-0.70</td>
								</tr>
								<tr>
									<td align="center">BCD</td>
									<td align="center">0.91</td>
									<td align="center">3.32</td>
									<td align="center">0.46</td>
									<td align="center">0.44</td>
									<td align="center">1.04</td>
								</tr>
								<tr>
									<td align="center">ABCD</td>
									<td align="center">-0.81</td>
									<td align="center">2.63</td>
									<td align="center">-0.41</td>
									<td align="center">0.44</td>
									<td align="center">-0.92</td>
								</tr>
							</tbody>
						</table>
					</table-wrap>
				</p>
				<p>In conclusion, the maximum experimental concentration of ferrate produced in 180
					min was 6.89 g/L, using 20 M NaOH, a current density of 100 mA/cm<sup>2</sup>,
					and room temperature (25 ºC). </p>
			</sec>
			<sec>
				<title>Ferrate characterization</title>
				<p>Ferrate (VI) has a characteristic purple-violet color, which corresponds to a
					visible and near-infrared absorption spectrum from about 450 to 600 nm. <xref
						ref-type="fig" rid="f5">Figure 5a</xref> shows the UV/Vis spectra of
					electrogenerated Na<sub>2</sub>FeO<sub>4</sub> and K<sub>2</sub>FeO<sub>4</sub>
					in 20 M media. The spectra of both ferrates showed maximum absorption at 505 nm.
					These spectra were compared with that of a commercial ferrate, and were found to
					contain the same features. These results agree with those of <xref
						ref-type="bibr" rid="B30">Licht et al. (2001)</xref>, <xref ref-type="bibr"
						rid="B22">Jiang and Lloyd (2002)</xref> and <xref ref-type="bibr" rid="B7"
						>Barışçı et al. (2014)</xref>, who all observed the same wavelength for
					ferrate.</p>
				<p>
					<fig id="f5">
						<label>Fig 5</label>
						<caption>
							<title>Ferrate characterization: a) ultraviolet visible spectra, b)
								infrared spectra, c) cyclic voltammetry (“a” NaOH 20 M, “b,” “c,”
								and “d”: 1, 2 and 3 mL of ferrate were added)</title>
						</caption>
						<graphic xlink:href="0188-4999-rica-36-03-607-gf5.png"/>
					</fig>
				</p>
				<p>In addition, ferrates have also been characterized using Fourier transform
					infrared (FTIR) spectra, in which they display characteristic absorption bands
					at 925 and 523 cm<sup>-1</sup> in the infrared region with triplet splitting
						(<xref ref-type="fig" rid="f5">Fig. 5b</xref>; <xref ref-type="bibr"
						rid="B43">Sharma 2013</xref>). </p>
				<p>Finally, the cyclic voltammetry (CV) technique was used to determine the redox
					behavior of the different compounds. <xref ref-type="fig" rid="f5">Figure
						5c</xref> shows the CV obtained at a scan rate of 100 mV/s using Ag/AgCl as
					the reference electrode, iron as the working electrode, and carbon paste as the
					counter electrode. Curve “a” shows only the 20 M NaOH. In curves “b,” “c,” and
					“d,” different concentrations of ferrate were added, and four peaks were
					obtained; the peaks numbered 1 and 2 correspond to the redox pair
						Fe<sup>2+</sup>/Fe<sup>3+</sup>. This pair exhibits a quasi-reversible
					one-electron charge transfer, while peak 3 is associated with the ferrate ion
					formation at -1.36 V (<xref ref-type="bibr" rid="B30">Licht et al. 2001</xref>,
					de Koninck and Bélanger 2003, <xref ref-type="bibr" rid="B7">Barışçı et al.
						2014</xref>).</p>
			</sec>
			<sec>
				<title>Aqueous solution treatment (Jar test)</title>
				<p>The dye removal percentages for the aqueous indigo blue solutions using
						Na<sub>2</sub>FeO<sub>4</sub> and K<sub>2</sub>FeO<sub>4</sub> are presented
					in <xref ref-type="fig" rid="f6">figure 6</xref>. The maximum dye removal
					percentages (over 77 %) were achieved using Na<sub>2</sub>FeO<sub>4</sub> (300
					mg/L dose) for all dye concentrations, while only 94 and 96 % dye removal was
					achieved for 20 and 30 mg/L dye concentrations at a dose of 200 mg/L.
						Na<sub>2</sub>FeO<sub>4</sub> showed the better results at high doses only
						(<xref ref-type="fig" rid="f6">Fig. 6a</xref>). Based on these results, the
					removal percentage strongly depends on the dose of ferrate. Very high doses of
					ferrate proved to be the most effective in reducing the organic concentration,
					because for a given volume of solution, proportionally increasing the quantity
					of the reactants could promote the probability of collision between the target
					pollutant and the oxidant, leading to an increase in the degradation efficiency
						(<xref ref-type="bibr" rid="B24">Jiang 2007</xref>, <xref ref-type="bibr"
						rid="B18">Han et al. 2013</xref>). </p>
				<p>
					<fig id="f6">
						<label>Fig 6</label>
						<caption>
							<title>Removal percentage. Aqueous solution: a) sodium ferrate, b)
								potassium ferrate. Denim wastewater: c) sodium ferrate, d) potassium
								ferrate</title>
						</caption>
						<graphic xlink:href="0188-4999-rica-36-03-607-gf6.png"/>
					</fig>
				</p>
				<p>As shown in <xref ref-type="fig" rid="f6">figure 6b</xref>,
						K<sub>2</sub>FeO<sub>4</sub> was superior at low dye concentrations (10, 20,
					and 30 mg/L) using intermediate doses. When the dye concentration was 10 mg/L,
					doses of 25, 50, and 100 mg/L of K<sub>2</sub>FeO<sub>4</sub> gave the best dye
					removal results (76.9, 79.5, and 87.5 % respectively). Using dye concentrations
					of 20 and 30 mg/L and a ferrate dose of 200 mg/L, around 70 % color removal was
					achieved. When the ferrate dose was increased to 300 mg/L, 90 % color removal
					was achieved. <xref ref-type="bibr" rid="B29">Li et al. (2009)</xref> treated a
					50 mg/L aqueous solution of an azo dye (orange II) with 10 mg/L
						K<sub>2</sub>FeO<sub>4</sub> and 62 % color removal was obtained. <xref
						ref-type="bibr" rid="B50">Xu et al. (2009)</xref> treated the azo dye X-3B
					red in aqueous solution (initial concentration 0.08 mM) with 25 mg/L
						K<sub>2</sub>FeO<sub>4</sub>, achieving 95 % color removal at pH 10.</p>
				<p>Ferrate ion is a strong oxidant over the entire pH range: Its redox potentials
					are 2.20 and 0.72 V in acidic and basic media (Eqs. 9-10), respectively. </p>
				<p>
					<disp-formula id="e9">
						<mml:math id="m9" display="block">
							<mml:msubsup>
								<mml:mrow>
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								</mml:mrow>
								<mml:mrow>
									<mml:mn>4</mml:mn>
								</mml:mrow>
								<mml:mrow>
									<mml:mn>2</mml:mn>
									<mml:mo>-</mml:mo>
								</mml:mrow>
							</mml:msubsup>
							<mml:mo>+</mml:mo>
							<mml:mi mathvariant="normal"> </mml:mi>
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								<mml:mrow>
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								</mml:mrow>
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								</mml:mrow>
							</mml:msup>
							<mml:mo>+</mml:mo>
							<mml:mi mathvariant="normal"> </mml:mi>
							<mml:msup>
								<mml:mrow>
									<mml:mn>3</mml:mn>
									<mml:mi mathvariant="normal">e</mml:mi>
								</mml:mrow>
								<mml:mrow>
									<mml:mo>-</mml:mo>
								</mml:mrow>
							</mml:msup>
							<mml:mo>→</mml:mo>
							<mml:mi mathvariant="normal"> </mml:mi>
							<mml:msup>
								<mml:mrow>
									<mml:mi mathvariant="normal">F</mml:mi>
									<mml:mi mathvariant="normal">e</mml:mi>
								</mml:mrow>
								<mml:mrow>
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									<mml:mo>+</mml:mo>
								</mml:mrow>
							</mml:msup>
							<mml:mo>+</mml:mo>
							<mml:mi mathvariant="normal"> </mml:mi>
							<mml:msub>
								<mml:mrow>
									<mml:mn>4</mml:mn>
									<mml:mi mathvariant="normal">H</mml:mi>
								</mml:mrow>
								<mml:mrow>
									<mml:mn>2</mml:mn>
								</mml:mrow>
							</mml:msub>
							<mml:mi mathvariant="normal">O</mml:mi>
							<mml:mi mathvariant="normal"> </mml:mi>
							<mml:mi mathvariant="normal"> </mml:mi>
							<mml:msup>
								<mml:mrow>
									<mml:mi mathvariant="normal">E</mml:mi>
								</mml:mrow>
								<mml:mrow>
									<mml:mi mathvariant="normal">o</mml:mi>
								</mml:mrow>
							</mml:msup>
							<mml:mo>=</mml:mo>
							<mml:mn>2.2</mml:mn>
							<mml:mi mathvariant="normal"> </mml:mi>
							<mml:mi mathvariant="normal">V</mml:mi>
							<mml:mi mathvariant="normal"> </mml:mi>
						</mml:math>
						<label>(9)</label>
					</disp-formula>
				</p>
				<p>
					<disp-formula id="e10">
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							<mml:msubsup>
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								</mml:mrow>
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									<mml:mn>4</mml:mn>
								</mml:mrow>
								<mml:mrow>
									<mml:mn>2</mml:mn>
									<mml:mo>-</mml:mo>
								</mml:mrow>
							</mml:msubsup>
							<mml:mo>+</mml:mo>
							<mml:mi mathvariant="normal"> </mml:mi>
							<mml:msub>
								<mml:mrow>
									<mml:mn>4</mml:mn>
									<mml:mi mathvariant="normal">H</mml:mi>
								</mml:mrow>
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									<mml:mn>2</mml:mn>
								</mml:mrow>
							</mml:msub>
							<mml:mi mathvariant="normal">O</mml:mi>
							<mml:mo>+</mml:mo>
							<mml:mi mathvariant="normal"> </mml:mi>
							<mml:msup>
								<mml:mrow>
									<mml:mn>3</mml:mn>
									<mml:mi mathvariant="normal">e</mml:mi>
								</mml:mrow>
								<mml:mrow>
									<mml:mo>-</mml:mo>
								</mml:mrow>
							</mml:msup>
							<mml:mo>→</mml:mo>
							<mml:mi mathvariant="normal"> </mml:mi>
							<mml:msub>
								<mml:mrow>
									<mml:mi mathvariant="normal">F</mml:mi>
									<mml:mi mathvariant="normal">e</mml:mi>
									<mml:mo>(</mml:mo>
									<mml:mi mathvariant="normal">O</mml:mi>
									<mml:mi mathvariant="normal">H</mml:mi>
									<mml:mo>)</mml:mo>
								</mml:mrow>
								<mml:mrow>
									<mml:mn>3</mml:mn>
								</mml:mrow>
							</mml:msub>
							<mml:mo>+</mml:mo>
							<mml:mi mathvariant="normal"> </mml:mi>
							<mml:msup>
								<mml:mrow>
									<mml:mn>5</mml:mn>
									<mml:mi mathvariant="normal">O</mml:mi>
									<mml:mi mathvariant="normal">H</mml:mi>
								</mml:mrow>
								<mml:mrow>
									<mml:mo>-</mml:mo>
									<mml:mi mathvariant="normal"> </mml:mi>
								</mml:mrow>
							</mml:msup>
							<mml:msup>
								<mml:mrow>
									<mml:mi mathvariant="normal">E</mml:mi>
								</mml:mrow>
								<mml:mrow>
									<mml:mi mathvariant="normal">o</mml:mi>
								</mml:mrow>
							</mml:msup>
							<mml:mo>=</mml:mo>
							<mml:mn>0.7</mml:mn>
							<mml:mi mathvariant="normal"> </mml:mi>
							<mml:mi mathvariant="normal">V</mml:mi>
							<mml:mi mathvariant="normal"> </mml:mi>
						</mml:math>
						<label>(10)</label>
					</disp-formula>
				</p>
				<p>The pH has a great effect on the decolorization of indigo blue dye by ferrate
						(<xref ref-type="bibr" rid="B29">Li et al. 2009</xref>, <xref
						ref-type="bibr" rid="B50">Xu et al. 2009</xref>) due to its effect on the
					redox potential and ferrate stability. The oxidation potential of ferrate
					decreases with increasing pH, because although ferrate is a more powerful
					oxidant at pH &lt; 6, it is also highly unstable under these acidic conditions.
					Conversely, it becomes more chemically stable but has a weaker oxidizing ability
					at pH &gt; 9. Thus, the optimum pH range is 6-9; the removal efficiency is low
					above and below this pH. In the experiments, the pH was increased to 11-12, as
					increasing the pH can cause the hydrolysis of Fe compounds to Fe(OH)<sub>3
						(aq)</sub> or colloids, which are capable of adsorbing dye molecules and
					removing them from the solution.</p>
				<p>In the current research, testing was carried out at room temperature. However, in
					accordance with the report of <xref ref-type="bibr" rid="B18">Han et al.
						(2013)</xref>, increasing the temperature of the reaction medium would
					enhance the probability of collision between the target pollutant and oxidizing
					agent, and thus accelerate the reaction rate.</p>
				<p>
					<xref ref-type="fig" rid="f7">Figure 7</xref> shows the possible mechanisms for
					the oxidation of denim blue by ferrate. In the first step, the destabilization
					of the first N-H bond occurs in the presence of ferrate, free radicals are
					formed, and ferrate is reduced from Fe(VI) to Fe(V). In the next step, the
					destabilization of the second N-H bond occurs through FeO<sub>4</sub>
					<sup>-</sup>, and a conjugated double bond is formed. Then, the decomposition of
						FeO<sub>4</sub>
					<sup>-</sup> to Fe(OH)<sub>3</sub> and O<sub>2</sub> in the basic media
						(OH<sup>-</sup>) occurs, and the interaction between oxygen and water breaks
					the conjugated bond, regenerating the basic media. Finally, organic by-products
					are formed. Oxidation and coagulation are thus the main mechanisms of the dye
					removal process.</p>
				<p>
					<fig id="f7">
						<label>Fig 7</label>
						<caption>
							<title>Mechanism of indigo blue removal</title>
						</caption>
						<graphic xlink:href="0188-4999-rica-36-03-607-gf7.png"/>
					</fig>
				</p>
			</sec>
			<sec>
				<title>Denim wastewater</title>
				<sec>
					<title><italic>Denim wastewater characterization</italic></title>
					<p>An effluent sample was collected from an industrial textile operation located
						in the State of Mexico, which operates in batch processes with an effluent
						volume of 11 600 L/d. The most significant parameters were determined before
						treatment and are shown in <xref ref-type="table" rid="t4">table IV</xref>.
						The wastewater generated by the textile industry includes cleaning
						wastewater, process wastewater, noncontact cooling wastewater, and storm
						water (<xref ref-type="bibr" rid="B47">Verma et al. 2012</xref>). The
						effluent from the denim processing is discharged into sewers and flushed
						into a local lagoon. The presence of nitrites in the water indicated
						biochemical and bacterial contamination. The high NH<sub>4</sub>
						<sup>+</sup>, residual chlorine, and phosphate ions (PO<sub>4</sub>
						<sup>3-</sup>) concentration contribute to lagoon eutrophication and
						toxicity; the presence of grease reduces the dissolved oxygen and can cause
						fish death. According to Mexican regulations, the PO<sub>4</sub>
						<sup>3-</sup>, oil and grease, and TSS contents exceeded the allowed limits
						(30, 25, and 125 mg/L, respectively), and these levels reduced the
						visibility and increased the turbidity of the water. The BOD<sub>5</sub>/COD
						index was 0.2. Finally, the NO<sub>3</sub>
						<sup>-</sup>, PO<sub>4</sub>
						<sup>3-</sup>, TSS, and Mg<sup>2+</sup> levels were higher than the typical
						values given by <xref ref-type="bibr" rid="B12">Ciabatti et al.
							(2010)</xref>. The chemical species diagrams were analyzed to determine
						the form of the chemicals in the denim wastewater, taking into account the
						concentration of the majority ions. The high concentrations of the ions
							Na<sup>+</sup>, PO<sub>4</sub>
						<sup>3-</sup>, Mg<sup>2+</sup>, SO<sub>4</sub>
						<sup>2-</sup>, NO<sub>3</sub>
						<sup>-</sup>, and Ca<sup>2+</sup> promote the formation of
						MgHPO<sub>4</sub>, MgSO<sub>4</sub>, CaSO<sub>4</sub>, and
							Ca<sub>5</sub>(PO<sub>4</sub>)<sub>3</sub>OH<sub>(s)</sub> at the
						initial pH, while Na<sup>+</sup>, K<sup>+</sup>, and NO<sub>3</sub>
						<sup>-</sup> remain in solution. </p>
					<p>
						<table-wrap id="t4">
							<label>TABLE IV</label>
							<caption>
								<title>Raw and treated denim wastewater characterization and
									comparison with typical values from textile wastewater</title>
							</caption>
							<table frame="hsides" rules="groups">
								<colgroup>
									<col/>
									<col/>
									<col/>
									<col/>
									<col/>
								</colgroup>
								<tbody>
									<tr>
										<td align="justify">Parameter (mg/L)</td>
										<td align="center">Initial</td>
										<td align="center">
											<xref ref-type="bibr" rid="B12">Ciabatti et al.
												(2010)</xref>
										</td>
										<td align="center">Final</td>
										<td align="center">Removal percentage</td>
									</tr>
									<tr>
										<td align="justify">Temperature</td>
										<td align="center">18.2</td>
										<td align="center">---</td>
										<td align="center">18</td>
										<td align="center">---</td>
									</tr>
									<tr>
										<td align="justify">pH</td>
										<td align="center">6.37</td>
										<td align="center">6.5-8.5</td>
										<td align="center">11.47</td>
										<td align="center">---</td>
									</tr>
									<tr>
										<td align="justify">Turbidity (NTU)</td>
										<td align="center">178</td>
										<td align="center">15-200</td>
										<td align="center">7.09</td>
										<td align="center">96.02</td>
									</tr>
									<tr>
										<td align="justify">Nitrates</td>
										<td align="center">2.95</td>
										<td align="center">0.5-1.5</td>
										<td align="center">1.48</td>
										<td align="center">50.16</td>
									</tr>
									<tr>
										<td align="justify">Total organic carbon</td>
										<td align="center">680</td>
										<td align="center"> </td>
										<td align="center">243.92</td>
										<td align="center">64.13</td>
									</tr>
									<tr>
										<td align="justify">Chemical oxygen demand</td>
										<td align="center">734.13</td>
										<td align="center">550-1000</td>
										<td align="center">320.9</td>
										<td align="center">56.29</td>
									</tr>
									<tr>
										<td align="justify">Sulfates</td>
										<td align="center">118.73</td>
										<td align="center">400-600</td>
										<td align="center">89.99</td>
										<td align="center">24.83</td>
									</tr>
									<tr>
										<td align="justify">Biochemical oxygen demand</td>
										<td align="center">151.91</td>
										<td align="center">---</td>
										<td align="center">315.30</td>
										<td align="center"> </td>
									</tr>
									<tr>
										<td align="justify">Phosphates as P</td>
										<td align="center">52.5</td>
										<td align="center">1-20</td>
										<td align="center">42</td>
										<td align="center">20</td>
									</tr>
									<tr>
										<td align="justify">Ammonia nitrogen</td>
										<td align="center">40</td>
										<td align="center">---</td>
										<td align="center">19.8</td>
										<td align="center">50.5</td>
									</tr>
									<tr>
										<td align="justify">Color (Pt-Co)</td>
										<td align="center">590</td>
										<td align="center">---</td>
										<td align="center">75</td>
										<td align="center">92.51</td>
									</tr>
									<tr>
										<td align="justify">Nitrites</td>
										<td align="center">3.33</td>
										<td align="center">---</td>
										<td align="center">0.52</td>
										<td align="center">94.39</td>
									</tr>
									<tr>
										<td align="justify">Methylene blue active substances</td>
										<td align="center">0.09</td>
										<td align="center">---</td>
										<td align="center">0</td>
										<td align="center">100</td>
									</tr>
									<tr>
										<td align="justify">Total suspended solids</td>
										<td align="center">405</td>
										<td align="center">100-400</td>
										<td align="center">233</td>
										<td align="center">42.49</td>
									</tr>
									<tr>
										<td align="justify">Total dissolved solids</td>
										<td align="center">1638</td>
										<td align="center">---</td>
										<td align="center">1454.82</td>
										<td align="center">11.19</td>
									</tr>
									<tr>
										<td align="justify">Total solids</td>
										<td align="center">2043</td>
										<td align="center">---</td>
										<td align="center">1687.82</td>
										<td align="center">17.39</td>
									</tr>
									<tr>
										<td align="justify">Sodium</td>
										<td align="center">89.30</td>
										<td align="center">---</td>
										<td align="center">27.81</td>
										<td align="center">68.86</td>
									</tr>
									<tr>
										<td align="justify">Calcium</td>
										<td align="center">9.42</td>
										<td align="center">40-100</td>
										<td align="center">5.09</td>
										<td align="center">45.97</td>
									</tr>
									<tr>
										<td align="justify">Magnesium</td>
										<td align="center">20.20</td>
										<td align="center">10-15</td>
										<td align="center">0.87</td>
										<td align="center">95.7</td>
									</tr>
									<tr>
										<td align="justify">Residual chlorine</td>
										<td align="center">1.3</td>
										<td align="center">---</td>
										<td align="center">0</td>
										<td align="center">100</td>
									</tr>
									<tr>
										<td align="justify">Oil and grease</td>
										<td align="center">26.8</td>
										<td align="center">---</td>
										<td align="center">0</td>
										<td align="center">100</td>
									</tr>
								</tbody>
							</table>
						</table-wrap>
					</p>
				</sec>
				<sec>
					<title><italic>Denim wastewater treatment</italic></title>
					<p>The denim wastewater experiments were carried out using the same ferrate
						doses as those used for the aqueous solution. The maximum color removal was
						achieved during the first hour. The initial pH of the wastewater was 6.3.
						According to <xref ref-type="bibr" rid="B12">Ciabatti et al. (2010)</xref>,
						the optimum pH range for the ferrate treatment of textile wastewater is
						6.5-8.5, because the pH influences the molecular structure of dyes; that is,
						the dyes become protonated in acidic solution, which would induce the
						degradation process (<xref ref-type="bibr" rid="B18">Han et al.
						2013</xref>). When the pH is higher, the oxidizing power of ferrate (VI) is
						lower, but the oxidation of water is much slower, which favors the oxidation
						of chemical species such as organic matter in the wastewater (<xref
							ref-type="bibr" rid="B12">Ciabatti et al. 2010</xref>).</p>
					<p>As shown in <xref ref-type="fig" rid="f6">figure 6b and 6d</xref>, the
						optimum dose was 200 mg/L K<sub>2</sub>FeO<sub>4</sub>, at which 92.51 %
						color removal efficiency was reached in 30 min. When the same dose of
							Na<sub>2</sub>FeO<sub>4</sub> was added, the efficiency was only 72.85
						%. Few works have reported the application of ferrate to real wastewater.
						Ciabati et al. (2010) treated textile wastewater using 70 mg/L
							K<sub>2</sub>FeO<sub>4</sub>, and achieved removal efficiencies of 62 %
						for COD, 70 % for TSS, and 85 % for turbidity. Gombos et al. (2013) applied
						2-15 mg/L Na<sub>2</sub>FeO<sub>4</sub> to a municipal secondary effluent
						and observed that the organic matter reduction was a function of ferrate
						concentration; efficiency removals of 15-60 % of COD and 2-31 % of TOC were
						obtained. Since ferrate ions will be reduced to Fe(III) ions or
							Fe(OH)<sub>3</sub> during the oxidation process,
							Na<sub>2</sub>FeO<sub>4</sub> and K<sub>2</sub>FeO<sub>4</sub> can act
						as coagulants. When the ferrate salts are dissolved in water, oxygen is
						evolved and ferric hydroxide precipitates from the solution; this makes the
						ferrate solution unstable (Eq. 9). Hence, this compound represents a unique
						dual function (oxidant and coagulant) chemical reagent that can be an
						effective alternative to current approaches for denim wastewater
						treatment.</p>
					<p>K<sub>2</sub>FeO<sub>4</sub> could be regenerated in water by the reaction of
							Fe(OH)<sub>3</sub> with KOH and residual chlorine, as shown in equation
						11. In the denim wastewater, 1.3 mg/L of residual chlorine was detected. For
						this reason, K<sub>2</sub>FeO<sub>4</sub> was more efficient than
							Na<sub>2</sub>FeO<sub>4</sub>.</p>
					<p>
						<disp-formula id="e11">
							<mml:math id="m11" display="block">
								<mml:msub>
									<mml:mrow>
										<mml:mn>2</mml:mn>
										<mml:mi mathvariant="normal">F</mml:mi>
										<mml:mi mathvariant="normal">e</mml:mi>
										<mml:mo>(</mml:mo>
										<mml:mi mathvariant="normal">O</mml:mi>
										<mml:mi mathvariant="normal">H</mml:mi>
										<mml:mo>)</mml:mo>
									</mml:mrow>
									<mml:mrow>
										<mml:mn>3</mml:mn>
									</mml:mrow>
								</mml:msub>
								<mml:mi mathvariant="normal"> </mml:mi>
								<mml:mo>+</mml:mo>
								<mml:mi mathvariant="normal"> </mml:mi>
								<mml:mn>10</mml:mn>
								<mml:mi mathvariant="normal">K</mml:mi>
								<mml:mi mathvariant="normal">O</mml:mi>
								<mml:mi mathvariant="normal">H</mml:mi>
								<mml:mi mathvariant="normal"> </mml:mi>
								<mml:mo>+</mml:mo>
								<mml:mn>3</mml:mn>
								<mml:msub>
									<mml:mrow>
										<mml:mi mathvariant="normal">C</mml:mi>
										<mml:mi mathvariant="normal">l</mml:mi>
									</mml:mrow>
									<mml:mrow>
										<mml:mn>2</mml:mn>
									</mml:mrow>
								</mml:msub>
								<mml:mi mathvariant="normal"> </mml:mi>
								<mml:mo>→</mml:mo>
								<mml:mi mathvariant="normal"> </mml:mi>
								<mml:mn>6</mml:mn>
								<mml:mi mathvariant="normal">K</mml:mi>
								<mml:mi mathvariant="normal">C</mml:mi>
								<mml:mi mathvariant="normal">l</mml:mi>
								<mml:mi mathvariant="normal"> </mml:mi>
								<mml:mo>+</mml:mo>
								<mml:mi mathvariant="normal"> </mml:mi>
								<mml:msub>
									<mml:mrow>
										<mml:mn>8</mml:mn>
										<mml:mi mathvariant="normal">H</mml:mi>
									</mml:mrow>
									<mml:mrow>
										<mml:mn>2</mml:mn>
									</mml:mrow>
								</mml:msub>
								<mml:mi mathvariant="normal">O</mml:mi>
								<mml:mi mathvariant="normal"> </mml:mi>
								<mml:mo>+</mml:mo>
								<mml:mi mathvariant="normal"> </mml:mi>
								<mml:msub>
									<mml:mrow>
										<mml:mn>2</mml:mn>
										<mml:mi mathvariant="normal">K</mml:mi>
									</mml:mrow>
									<mml:mrow>
										<mml:mn>2</mml:mn>
									</mml:mrow>
								</mml:msub>
								<mml:msub>
									<mml:mrow>
										<mml:mi mathvariant="normal">F</mml:mi>
										<mml:mi mathvariant="normal">e</mml:mi>
										<mml:mi mathvariant="normal">O</mml:mi>
									</mml:mrow>
									<mml:mrow>
										<mml:mn>4</mml:mn>
									</mml:mrow>
								</mml:msub>
							</mml:math>
							<label>(11)</label>
						</disp-formula>
					</p>
					<p>In addition, the stability of ferrate in the effluent is significantly
						influenced by the initial ferrate concentration, pollutant concentration,
						pH, temperature, and the concentrations of aqueous constituents, such as
						chloride, sulfate ions (SO<sub>4</sub>
						<sup>2-</sup>), carbonate, and NO<sub>3</sub>
						<sup>-</sup> (<xref ref-type="bibr" rid="B41">Schroyer and Ockerman
							1951</xref>, <xref ref-type="bibr" rid="B44">Sharma et al. 2010</xref>).
						The stability of ferrate solution increases with the presence of KCl,
							KNO<sub>3</sub>, PO<sub>4</sub>
						<sup>3-</sup>, alkalinity, Cl<sup>-</sup>, SO<sub>4</sub>
						<sup>2-</sup>, and/or high pH values (<xref ref-type="bibr" rid="B49">Wagner
							et al. 1952</xref>). This could explain the differences in the treatment
						time required for the aqueous solution (26 h) and the denim wastewater (1
						h).</p>
					<p>According to the results shown in <xref ref-type="fig" rid="f6">figure
							6d</xref>, K<sub>2</sub>FeO<sub>4</sub> showed considerately improved
						color removal efficiency compared to Na<sub>2</sub>FeO<sub>4</sub>, due the
						difference in solubility. The potassium ion has an ionic radius of 1.33 Å,
						while that of the sodium ion is 1 Å. As the cation size increases in a
						compound with the same anion, the solubility decreases. Thus, the
						concentration of K<sub>2</sub>FeO<sub>4</sub> was lower but its chemical
						activity and reaction capacity were higher; Na<sub>2</sub>FeO<sub>4</sub>
						had a higher concentration and solubility but lower chemical activity in the
						solution. </p>
					<p>The removal efficiencies achieved are shown in <xref ref-type="table"
							rid="t3">table III</xref>. An increase in the BOD was observed, which in
						turn caused an increase in the biodegradability index (0.21 to 0.98). This
						confirms that the biorefractory compounds were oxidized/removed, and that
						the treatment could prevent damage to the aquatic environment. </p>
					<p>Finally, after treatment by K<sub>2</sub>FeO<sub>4</sub>, UV-Vis spectra of
						the wastewater before and after 30 min of treatment were obtained in order
						to verify the removal of the dye from denim wastewater using the peak 661
						nm. The results shown in <xref ref-type="fig" rid="f8">figure 8</xref>
						confirmed that the maximum removal was achieved using 200 mg/L of
							K<sub>2</sub>FeO<sub>4</sub>. This coincided with the previously
						obtained results.</p>
					<p>
						<fig id="f8">
							<label>Fig 8</label>
							<caption>
								<title>Ultraviolet visible spectra before and after treatment by
										K<sub>2</sub>FeO<sub>4</sub> at different doses
									(mg/L)</title>
							</caption>
							<graphic xlink:href="0188-4999-rica-36-03-607-gf8.png"/>
						</fig>
					</p>
					<p>The sludge obtained after treatment with K<sub>2</sub>FeO<sub>4</sub> was
						analyzed by infrared spectroscopy, and its spectrum was compared with that
						of the untreated denim wastewater. As shown in <xref ref-type="fig" rid="f9"
							>figure 9</xref> and <xref ref-type="table" rid="t5">table V</xref>,
						different bands associated with different functional groups were observed in
						the two spectra. Analysis of these bands indicated that some of the aromatic
						organic compounds present in the wastewater were oxidized to aliphatic
						compounds.</p>
					<p>
						<fig id="f9">
							<label>Fig 9</label>
							<caption>
								<title>Infrared spectra. a) sludge, b) denim wastewater</title>
							</caption>
							<graphic xlink:href="0188-4999-rica-36-03-607-gf9.png"/>
						</fig>
					</p>
					<p>
						<table-wrap id="t5">
							<label>TABLE V</label>
							<caption>
								<title>ASSOCIATED FUNCTIONAL GROUP ACCORDING TO INFRARED
									SPECTRA</title>
							</caption>
							<table frame="hsides" rules="groups">
								<colgroup>
									<col span="2"/>
									<col span="2"/>
								</colgroup>
								<tbody>
									<tr>
										<td align="center" colspan="2">Sludge</td>
										<td align="center" colspan="2">Denim wastewater</td>
									</tr>
									<tr>
										<td align="center">Wavelength (cm<sup>-1</sup>)</td>
										<td align="center">Functional group</td>
										<td align="center">Wavelength (cm<sup>-1</sup>)</td>
										<td align="center">Functional group</td>
									</tr>
									<tr>
										<td align="center">3325-3278</td>
										<td align="center">N-H</td>
										<td align="center">2916</td>
										<td align="center">C aromatic</td>
									</tr>
									<tr>
										<td align="center">2920,1369, 1311</td>
										<td align="center">C aromatic</td>
										<td align="center">2584</td>
										<td align="center">C-H aliphatic</td>
									</tr>
									<tr>
										<td align="center">2846-2353</td>
										<td align="center">C-H aliphatic</td>
										<td align="center">1843</td>
										<td align="center">C=O</td>
									</tr>
									<tr>
										<td align="center">1712</td>
										<td align="center">C=O</td>
										<td align="center">1616</td>
										<td align="center">C-C</td>
									</tr>
									<tr>
										<td align="center">1624</td>
										<td align="center">C=C</td>
										<td align="center">1384</td>
										<td align="center">Fe-O</td>
									</tr>
									<tr>
										<td align="center">1319, 1242, 1157</td>
										<td align="center">C-N</td>
										<td align="center">1365</td>
										<td align="center">Fe-O</td>
									</tr>
									<tr>
										<td align="center">1099</td>
										<td align="center">C-CO-C</td>
										<td align="center">1002, 972</td>
										<td align="center">C-H aliphatic</td>
									</tr>
									<tr>
										<td align="center">875, 794, 756</td>
										<td align="center">N-H, C aromatic</td>
										<td align="center">829, 702</td>
										<td align="center">C aromatic</td>
									</tr>
									<tr>
										<td align="center">694, 644</td>
										<td align="center">Organochlorine compounds</td>
										<td align="center"> </td>
										<td align="center"> </td>
									</tr>
								</tbody>
							</table>
						</table-wrap>
					</p>
					<p>The signal of the N-H group disappears after the treatment, as well as some
						of the bands corresponding to aromatic groups, confirming the partial
						oxidation of the samples. The denim wastewater contained organochlorine
						compounds that were partially oxidized by the treatment; the corresponding
						signal disappeared from the spectrum. The indigo dye in the wastewater was
						oxidized to various degradation byproducts (isatin, carboxylic acids, carbon
						dioxide, and ammonia). These results allow a possible mechanism to be
						determined, as shown in <xref ref-type="fig" rid="f10">figure 10</xref>. The
						iron sludge (hydroxide and oxyhydroxides) formed during the treatment could
						remove aromatic compounds and promote the coagulation process. </p>
					<p>
						<fig id="f10">
							<label>Fig 10</label>
							<caption>
								<title>Indigo blue dye removal by
									K<sub>2</sub>FeO<sub>4</sub></title>
							</caption>
							<graphic xlink:href="0188-4999-rica-36-03-607-gf10.png"/>
						</fig>
					</p>
					<p>According to the chemical species diagrams (Medusa program), SO<sub>4</sub>
						<sup>2-</sup> and PO<sub>4</sub>
						<sup>3-</sup> possibily formed several complexes, solid compounds and
						species in solution:
							Ca<sub>5</sub>(PO<sub>4</sub>)<sub>3</sub>OH<sub>(s)</sub>,
							MgFe<sub>2</sub>O<sub>4(cr)</sub>, KSO<sub>4</sub>
						<sup>-</sup>, and MgPO<sub>4</sub>
						<sup>-</sup>.</p>
				</sec>
			</sec>
		</sec>
		<sec sec-type="conclusions">
			<title>CONCLUSIONS</title>
			<p>Ferrate (VI) was found to be a good oxidant to remove dye from aqueous solution and a
				textile wastewater sample, and the treated water exhibited good physical and
				chemical qualities. The optimal operational conditions for the electrosynthesis of
				ferrate were determined to be room temperature (25 ºC), a current density of 100
					mA/cm<sup>2</sup> and NaOH 20 M, yielding 6.89 g/L of ferrate. Sodium and
				potassium ferrate were synthesized at room temperature and showed high stability due
				to the positive effect of the BDD cathode on the production of ferrate.</p>
			<p>The maximum dye removal percentages were achieved using sodium ferrate at a dose of
				300 mg/L for all the dye concentrations evaluated (10-100 mg/L of indigo blue dye),
				while efficiencies of 94 and 96 % were obtained for dye concentrations of 20 and 30
				mg/L dye concentration, respectively, using a dose of 200 mg/L. On the other hand,
				potassium ferrate showed better color removal efficiency than sodium ferrate in
				denim wastewater. The optimum dose was 200 mg/L K<sub>2</sub>FeO<sub>4</sub> at 30
				min. When the same dose of Na<sub>2</sub>FeO<sub>4</sub> was added, the color
				removal efficiency reached only 72.85 %. The treatment time for the textile
				wastewater was lower than that of the aqueous indigo blue solutions due to the
				presence of inorganic ions.</p>
			<p>After the denim wastewater treatment, the biodegradability index of the wastewater
				showed a significant increase (0.21 to 0.98), which confirmed that the biorefractory
				compounds were oxidized/removed, and thus that the treatment could prevent damage to
				the aquatic environment. </p>
		</sec>
	</body>
	<back>
		<ack>
			<title>ACKNOWLEDGMENTS</title>
			<p>The authors thank the Consejo Nacional de Ciencia y Tecnología of Mexico for the
				financial support granted through the research project 219743 and the scholarship
				(CVU 622426) for Castañeda-Juárez.</p>
		</ack>
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