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  PUBLIC "-//NLM//DTD JATS (Z39.96) Journal Publishing DTD v1.0 20120330//EN" "http://jats.nlm.nih.gov/publishing/1.0/JATS-journalpublishing1.dtd">
<article article-type="research-article" dtd-version="1.0" specific-use="sps-1.6" xml:lang="es" 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">dyna</journal-id>
			<journal-title-group>
				<journal-title>DYNA</journal-title>
				<abbrev-journal-title abbrev-type="publisher">Dyna rev.fac.nac.minas</abbrev-journal-title>
			</journal-title-group>
			<issn pub-type="ppub">0012-7353</issn>
			<publisher>
				<publisher-name>Universidad Nacional de Colombia</publisher-name>
			</publisher>
		</journal-meta>
		<article-meta>
			<article-id pub-id-type="doi">10.15446/dyna.v84n202.59321</article-id>
			<article-categories>
				<subj-group subj-group-type="heading">
					<subject>Artículos</subject>
				</subj-group>
			</article-categories>
			<title-group>
				<article-title>Diseño y optimización de una pila de electrodiálisis inversa para generación de energía a partir de gradiente salino</article-title>
				<trans-title-group xml:lang="en">
					<trans-title>Design and optimization of a reverse electrodialysis stack for energy generation through salinity gradients</trans-title>
				</trans-title-group>
			</title-group>
			<contrib-group>
				<contrib contrib-type="author">
					<name>
						<surname>Vallejo-Castaño</surname>
						<given-names>Sara</given-names>
					</name>
					<xref ref-type="aff" rid="aff1"><sup>
 <bold>
 <italic>a</italic>
</bold> 
</sup> </xref>
				</contrib>
				<contrib contrib-type="author">
					<name>
						<surname>Sánchez-Sáenz</surname>
						<given-names>Carlos Ignacio</given-names>
					</name>
					<xref ref-type="aff" rid="aff1"><sup>
 <bold>
 <italic>a</italic>
</bold> 
</sup> </xref>
				</contrib>
				<aff id="aff1">
					<label>a</label>
					<institution content-type="original"> Grupo de Ingeniería Electroquímica, GRIEQUI, Facultad de Minas. Universidad Nacional de Colombia, Medellín, Colombia. svallejoc@unal.edu.co, cisanche@unal.edu.co</institution>
					<institution content-type="normalized">Universidad Nacional de Colombia</institution>
					<institution content-type="orgdiv2">Grupo de Ingeniería Electroquímica</institution>
					<institution content-type="orgdiv1">Facultad de Minas</institution>
					<institution content-type="orgname">Universidad Nacional de Colombia</institution>
					<addr-line>
						<named-content content-type="city">Medellín</named-content>
					</addr-line>
					<country country="CO">Colombia</country>
					<email>svallejoc@unal.edu.co</email>
					<email>cisanche@unal.edu.co</email>
				</aff>
			</contrib-group>
			<pub-date pub-type="epub-ppub">
				<season>Jul-Sep</season>
				<year>2017</year>
			</pub-date>
			<volume>84</volume>
			<issue>202</issue>
			<fpage>84</fpage>
			<lpage>91</lpage>
			<history>
				<date date-type="received">
					<day>27</day>
					<month>07</month>
					<year>2016</year>
				</date>
				<date date-type="rev-recd">
					<day>22</day>
					<month>05</month>
					<year>2017</year>
				</date>
				<date date-type="accepted">
					<day>07</day>
					<month>07</month>
					<year>2017</year>
				</date>
			</history>
			<permissions>
				<license license-type="open-access" xlink:href="http://creativecommons.org/licenses/by-nc-nd/4.0/" xml:lang="es">
					<license-p>Este es un artículo publicado en acceso abierto bajo una licencia Creative Commons</license-p>
				</license>
			</permissions>
			<abstract>
				<title>Resumen</title>
				<p>Se presenta y resuelve un modelo para diseño de pilas de Electrodiálisis inversa. Se propuso una nueva función de optimización para RED, que tienen en cuenta el consumo de agua de río, la densidad de potencia neta y la eficiencia termodinámica del proceso. Los parámetros de tiempos de residencia y espesor de compartimientos fueron optimizados correctamente usando la nueva función propuesta. Los resultados sugieren pequeños tiempos de residencia, compartimientos de espesores delgados, poca área transversal y relaciones bajas de Longitud/ Ancho del compartimiento para máxima generación de energía.</p>
			</abstract>
			<trans-abstract xml:lang="en">
				<title>Abstract</title>
				<p>A model for design of Reverse Electrodialysis stacks for energy generation is presented and solved. A new optimization function is proposed for RED, which accounts for river water consume, net power density and thermodynamic efficiency of the process. The parameters of residence time and thickness of the compartments are successfully optimized using the new proposed function. Results suggest small residence time, compartments thickness, and transversal area and Long/Width ratio for maximum energy generation.</p>
			</trans-abstract>
			<kwd-group xml:lang="en">
				<title>Keywords:</title>
				<kwd>Reverse Electrodialysis</kwd>
				<kwd>salinity gradient power</kwd>
				<kwd>design</kwd>
				<kwd>optimization.</kwd>
			</kwd-group>
			<kwd-group xml:lang="es">
				<title>Palabras clave:</title>
				<kwd>Electrodiálisis inversa</kwd>
				<kwd>energía a partir de gradiente salino</kwd>
				<kwd>diseño, optimización.</kwd>
			</kwd-group>
			<counts>
				<fig-count count="6"/>
				<table-count count="4"/>
				<equation-count count="29"/>
				<ref-count count="22"/>
				<page-count count="8"/>
			</counts>
		</article-meta>
	</front>
	<body>
		<sec sec-type="intro">
			<title>1. Introduction</title>
			<p>Salinity gradients are found in nature when rivers meet the sea. Artificially, they are found in desalination plants which have concentrated salt brines effluents that are usually discharged directly to the sea, and bring adverse impacts on vulnerable ecosystems like mangrove forests, salt marshes, coral reefs, or generally, low energy intertidal areas [<xref ref-type="bibr" rid="B1">1</xref>-<xref ref-type="bibr" rid="B3">3</xref>]. </p>
			<p>Estimations of practical global energy potential for salinity gradients between river and sea water, suggests that 3% of the world energy demand could be satisfied [<xref ref-type="bibr" rid="B4">4</xref>]. Only for Magdalena River in Colombia, taking into account its environmental constrains, a technical potential for an installed capacity greater than 15 GW has been calculated [<xref ref-type="bibr" rid="B5">5</xref>], which makes it the sixth river with more extractable energy in the world [<xref ref-type="bibr" rid="B4">4</xref>].</p>
			<p>Colombia is rich in both, river and sea water, and its oceanographic and climate conditions favor the harnessing of Salinity Gradient Power (SGP) more than other types of marine energy [<xref ref-type="bibr" rid="B6">6</xref>]. This power could be a clean source of energy for Colombia, replacing coal plants, small diesel generators from rural and off grid areas, and even used for cogeneration systems, mitigating environmental impacts in desalination plants [<xref ref-type="bibr" rid="B7">7</xref>,<xref ref-type="bibr" rid="B8">8</xref>].</p>
			<p>Electrical power cannot be extracted under spontaneous mixing conditions, because the process is thermodynamically irreversible [<xref ref-type="bibr" rid="B9">9</xref>]. The technologies for extracting SGP allow to transform the diminution of Gibbs free energy available when mixing two solutions with different salt content, in electrical energy, performing the mixing under controlled conditions.</p>
			<p>Several technologies are being developed for harnessing artificial or natural SGP [<xref ref-type="bibr" rid="B10">10</xref>-<xref ref-type="bibr" rid="B13">13</xref>]: Pressure Retarded Osmosis (PRO) uses the Osmotic pressure difference with membranes selective for water [<xref ref-type="bibr" rid="B14">14</xref>,<xref ref-type="bibr" rid="B15">15</xref>], Capacitive Mixing uses the expansion and contraction effect of the electrical double layers using activated carbon capacitors [<xref ref-type="bibr" rid="B12">12</xref>], and Reverse Electrodialysis (RED) uses the electrochemical potential difference with ion selective membranes (IEM) [<xref ref-type="bibr" rid="B16">16</xref>].</p>
			<p>RED is one of the most extensively studied technology in the recent years, it has been demonstrated that it can be suitable for different applications like waste heat recovery using artificial solutions [<xref ref-type="bibr" rid="B17">17</xref>], wastewater treatment when coupled with biological processes [<xref ref-type="bibr" rid="B18">18</xref>] and energy extraction with redox or capacitive electrodes [<xref ref-type="bibr" rid="B13">13</xref>]. Due to its possibilities and advantages, RED is the focus of this work.</p>
			<p>
				<xref ref-type="fig" rid="f1">Fig. 1</xref> shows the sketch of a RED cell. It consists in a set of ion exchange membranes, alternating cation (CEM), and anion exchange membranes (AEM), which are charged negatively and positively respectively. Using this membrane arrangement, river and sea water flow between membranes and in this way compartments are formed. Due to the difference in salt concentration between the waters, there is an electrochemical potential difference, which is the motive force for ions to flow through the membranes from the sea water compartments, to the river water compartments. This part of the system is called ionic circuit, and it is in charge of performing the mixing process in a thermodynamically reversible way. </p>
			<p>
				<fig id="f1">
					<label>Figure 1</label>
					<caption>
						<title>Schematic view of a RED cell. </title>
					</caption>
					<graphic xlink:href="0012-7353-dyna-84-202-00084-gf1.jpg"/>
					<attrib><bold>Source:</bold> The authors</attrib>
				</fig>
			</p>
			<p>Using this membrane circuit allows cations to move in one direction and anions to move in the opposite direction. As a result of the controlled ion movement, an electrical potential difference arises in the membranes. The total voltage obtained from the stack, is the sum of electrochemical potential of each of the membranes.</p>
			<p>In order to convert the ionic flux in the membrane circuit into electrical current, the generated voltage is used to perform reversible reduction/oxidation reactions in the electrodes that allow to transport electrons through an external circuit, and thus power is produced.</p>
		</sec>
		<sec>
			<title>2. Theoretical model</title>
			<sec>
				<title>2.1. Maximum obtainable energy</title>
				<p>The theoretical available energy in mixing (m) a concentrated (c) and a diluted (d) solution, corresponds to the Gibbs free energy of mixing <inline-graphic xlink:href="0012-7353-dyna-84-202-00084-i002.png"/> [<xref ref-type="bibr" rid="B19">19</xref>].</p>
				<p>
					<disp-formula id="e1">
						<graphic xlink:href="0012-7353-dyna-84-202-00084-e1.jpg"/>
					</disp-formula>
				</p>
				<p>Where <inline-graphic xlink:href="0012-7353-dyna-84-202-00084-i004.png"/>, <inline-graphic xlink:href="0012-7353-dyna-84-202-00084-i005.png"/> and <inline-graphic xlink:href="0012-7353-dyna-84-202-00084-i006.png"/> are the Gibbs energy of the mix, concentrated and diluted solution respectively. After replacing the definition of Gibbs free energy of each of the initial and final states of the process <inline-graphic xlink:href="0012-7353-dyna-84-202-00084-i002.png"/> becomes:</p>
				<p>
					<disp-formula id="e2">
						<graphic xlink:href="0012-7353-dyna-84-202-00084-e2.jpg"/>
					</disp-formula>
				</p>
				<p>Where R is the universal gas constant (8.314 J/mol K), T is absolute temperature (K), <inline-graphic xlink:href="0012-7353-dyna-84-202-00084-i008.png"/> and <inline-graphic xlink:href="0012-7353-dyna-84-202-00084-i009.png"/> are volumetric flow of concentrated and diluted solution, and <inline-graphic xlink:href="0012-7353-dyna-84-202-00084-i010.png"/>, <inline-graphic xlink:href="0012-7353-dyna-84-202-00084-i011.png"/>, and <inline-graphic xlink:href="0012-7353-dyna-84-202-00084-i012.png"/> are the salt concentration of concentrated, diluted and mix solutions respectively. Factor 2 corresponds to dissociation of NaCl. <inline-graphic xlink:href="0012-7353-dyna-84-202-00084-i012.png"/>, it is calculated as</p>
				<p>
					<disp-formula id="e3">
						<graphic xlink:href="0012-7353-dyna-84-202-00084-e3.jpg"/>
					</disp-formula>
				</p>
			</sec>
			<sec>
				<title>2.2. Mass balance</title>
				<p>
					<xref ref-type="fig" rid="f2">Fig. 2</xref> shows a mass balance scheme for concentrated and diluted compartments with length<inline-graphic xlink:href="0012-7353-dyna-84-202-00084-i014.png"/>, width<inline-graphic xlink:href="0012-7353-dyna-84-202-00084-i015.png"/> and thickness<inline-graphic xlink:href="0012-7353-dyna-84-202-00084-i016.png"/>. Water flows in the x direction. Transport of ions through the membranes occurs from the concentrated to the diluted compartments, while water passes in the reverse direction due to an osmotic effect and the non-ideal behavior of membranes. The mass balance leads to the differential equations that describe the change in salt concentration within the compartments in stationary state [<xref ref-type="bibr" rid="B20">20</xref>].</p>
				<p>
					<disp-formula id="e4">
						<graphic xlink:href="0012-7353-dyna-84-202-00084-e4.jpg"/>
					</disp-formula>
				</p>
				<p>
					<disp-formula id="e5">
						<graphic xlink:href="0012-7353-dyna-84-202-00084-e5.jpg"/>
					</disp-formula>
				</p>
				<p>Where <inline-graphic xlink:href="0012-7353-dyna-84-202-00084-i019.png"/> is salt flux across the membranes (mol /m<sup>2</sup> s) and <inline-graphic xlink:href="0012-7353-dyna-84-202-00084-i020.png"/> is volumetric water flux across the membranes (m/s). Water transport is given by</p>
				<p>
					<disp-formula id="e6">
						<graphic xlink:href="0012-7353-dyna-84-202-00084-e6.jpg"/>
					</disp-formula>
				</p>
				<p>Where <inline-graphic xlink:href="0012-7353-dyna-84-202-00084-i023.png"/> is the water diffusion coefficient (m<sup>2</sup>/s), <inline-graphic xlink:href="0012-7353-dyna-84-202-00084-i024.png"/> is the membrane thickness (m), <inline-graphic xlink:href="0012-7353-dyna-84-202-00084-i025.png"/> is water’s molar mass and <inline-graphic xlink:href="0012-7353-dyna-84-202-00084-i026.png"/> is water density. The factor of molar mass over molar density is added for making <inline-graphic xlink:href="0012-7353-dyna-84-202-00084-i020.png"/> a volumetric flow.</p>
				<p>
					<fig id="f2">
						<label>Figure 2</label>
						<caption>
							<title>Mass balance for concentrated and diluted compartments.</title>
						</caption>
						<graphic xlink:href="0012-7353-dyna-84-202-00084-gf2.jpg"/>
						<attrib><bold>Source:</bold> The authors</attrib>
					</fig>
				</p>
				<p>Transport of NaCl through the membranes is driven by two major effects: Migration of counter-ions due to electrochemical potential difference, and diffusion of co-ions due to non-idealities in membrane selectivity.</p>
				<p>
					<disp-formula id="e7">
						<graphic xlink:href="0012-7353-dyna-84-202-00084-e7.jpg"/>
					</disp-formula>
				</p>
				<p>Diffusion transport is described by Fick’s model.</p>
				<p>
					<disp-formula id="e8">
						<graphic xlink:href="0012-7353-dyna-84-202-00084-e8.jpg"/>
					</disp-formula>
				</p>
				<p>Where<inline-graphic xlink:href="0012-7353-dyna-84-202-00084-i030.png"/> is the diffusion constant of salt through membranes. For describing migration, Ohm’s principle is used.</p>
				<p>
					<disp-formula id="e9">
						<graphic xlink:href="0012-7353-dyna-84-202-00084-e9.jpg"/>
					</disp-formula>
				</p>
				<p>Where <inline-graphic xlink:href="0012-7353-dyna-84-202-00084-i033.png"/> is the electrical potential, <inline-graphic xlink:href="0012-7353-dyna-84-202-00084-i034.png"/> is the cell resistance and F is the faraday constant, which is needed to convert coulombic flux into mol flux. <inline-graphic xlink:href="0012-7353-dyna-84-202-00084-i032.png"/> Can be calculated with Nernst equation:</p>
				<p>
					<disp-formula id="e10">
						<graphic xlink:href="0012-7353-dyna-84-202-00084-e10.jpg"/>
					</disp-formula>
				</p>
				<p>Where <inline-graphic xlink:href="0012-7353-dyna-84-202-00084-i036.png"/> is the permselectivity of the membranes and <inline-graphic xlink:href="0012-7353-dyna-84-202-00084-i037.png"/>is the activity coefficient of each of the ions in the different solutions. For diluted and concentrated solutions, activity coefficients may be estimated from the Pitzer model [<xref ref-type="bibr" rid="B21">21</xref>], which can be simplified for symmetric electrolytes to eq. (11)-(14).</p>
				<p>
					<disp-formula id="e11">
						<graphic xlink:href="0012-7353-dyna-84-202-00084-e11.jpg"/>
					</disp-formula>
				</p>
				<p>
					<disp-formula id="e12">
						<graphic xlink:href="0012-7353-dyna-84-202-00084-e12.jpg"/>
					</disp-formula>
				</p>
				<p>
					<disp-formula id="e13">
						<graphic xlink:href="0012-7353-dyna-84-202-00084-e13.jpg"/>
					</disp-formula>
				</p>
				<p>
					<disp-formula id="e14">
						<graphic xlink:href="0012-7353-dyna-84-202-00084-e14.jpg"/>
					</disp-formula>
				</p>
				<p>Where <inline-graphic xlink:href="0012-7353-dyna-84-202-00084-i042.png"/> is the ionic strength of the solution, <inline-graphic xlink:href="0012-7353-dyna-84-202-00084-i043.png"/> is the Debye-Huckel coefficient for osmotic function (0.392 for water at 25 °C), values of <inline-graphic xlink:href="0012-7353-dyna-84-202-00084-i036.png"/> and <italic>b</italic> are 2 y 1.2 respectively and values of <inline-graphic xlink:href="0012-7353-dyna-84-202-00084-i044.png"/>
					<inline-graphic xlink:href="0012-7353-dyna-84-202-00084-i045.png"/> y <inline-graphic xlink:href="0012-7353-dyna-84-202-00084-i046.png"/> vary depending on the electrolyte used [<xref ref-type="bibr" rid="B21">21</xref>].</p>
				<p>On the other hand, the resistance of the cell is the sum of resistances of anion and cation exchange membranes (<inline-graphic xlink:href="0012-7353-dyna-84-202-00084-i047.png"/>), the river water compartment (<inline-graphic xlink:href="0012-7353-dyna-84-202-00084-i048.png"/>) and the sea water compartment (<inline-graphic xlink:href="0012-7353-dyna-84-202-00084-i049.png"/>). </p>
				<p>
					<disp-formula id="e15">
						<graphic xlink:href="0012-7353-dyna-84-202-00084-e15.jpg"/>
					</disp-formula>
				</p>
				<p>The resistivity of the membranes is a property given by the membrane manufacturer. The resistance of the compartments eq. (16)-(17) depend on the thickness of the compartments <inline-graphic xlink:href="0012-7353-dyna-84-202-00084-i051.png"/> (m), the molar conductivity <inline-graphic xlink:href="0012-7353-dyna-84-202-00084-i053.png"/> (S m<sup>2</sup>/mol) and on the solution concentration (mol/m<sup>3</sup>). <inline-graphic xlink:href="0012-7353-dyna-84-202-00084-i053.png"/> Is dependent on concentration, but if a suitable value is used for low concentration compartment, calculated resistance of the river compartment is reliable [<xref ref-type="bibr" rid="B20">20</xref>]. As the sea water compartment resistance is much lower, its value has low influence on the total stack resistance. A correction factor is introduced for the volume occupied by the spacer material<inline-graphic xlink:href="0012-7353-dyna-84-202-00084-i054.png"/>, which is a measure of the increase in electrical resistance due to negative effect of spacers, such as tortuosity in the ion flux trajectory and decrease in available volume for solution to flow.</p>
				<p>
					<disp-formula id="e16">
						<graphic xlink:href="0012-7353-dyna-84-202-00084-e16.jpg"/>
					</disp-formula>
				</p>
				<p>
					<disp-formula id="e17">
						<graphic xlink:href="0012-7353-dyna-84-202-00084-e17.jpg"/>
					</disp-formula>
				</p>
			</sec>
			<sec>
				<title>2.3. Net power produced</title>
				<p>Once the system of equations is solved through the flow trajectory <italic>x</italic>, local power density <inline-graphic xlink:href="0012-7353-dyna-84-202-00084-i057.png"/>delivered to an external circuit can be found. In the particular case of maximum power, external resistance <inline-graphic xlink:href="0012-7353-dyna-84-202-00084-i058.png"/> should be equal to the internal resistance<inline-graphic xlink:href="0012-7353-dyna-84-202-00084-i059.png"/>.</p>
				<p>
					<disp-formula id="e18">
						<graphic xlink:href="0012-7353-dyna-84-202-00084-e18.jpg"/>
					</disp-formula>
				</p>
				<p>Where N is the number of cells, and <inline-graphic xlink:href="0012-7353-dyna-84-202-00084-i061.png"/> is the migration current multiplied by the Faraday constant (A/m<sup>2</sup>). The factor ½ is due to the fact that area is duplicated because of the use of two membranes (CEM y AEM). Total power density produced is obtained with the integration of <inline-graphic xlink:href="0012-7353-dyna-84-202-00084-i062.png"/> over the length of the compartment L in the <italic>x</italic> direction, divided by the total membrane area. </p>
				<p>
					<disp-formula id="e19">
						<graphic xlink:href="0012-7353-dyna-84-202-00084-e19.jpg"/>
					</disp-formula>
				</p>
				<p>Net power density produced is calculated as the difference between total power produced and hydrodynamic losses of the stack corrected for total membrane area.</p>
				<p>
					<disp-formula id="e20">
						<graphic xlink:href="0012-7353-dyna-84-202-00084-e20.jpg"/>
					</disp-formula>
				</p>
				<p>Where hydrodynamic losses <inline-graphic xlink:href="0012-7353-dyna-84-202-00084-i065.png"/> are calculated as the pressure drop over the stack, times the volumetric flow of each stream, divided by total membrane area.</p>
				<p>
					<disp-formula id="e21">
						<graphic xlink:href="0012-7353-dyna-84-202-00084-e21.jpg"/>
					</disp-formula>
				</p>
				<p>For calculating the pressure drop over the stack, Reynolds number is used to know flow regime of streams inside the compartments</p>
				<p>
					<disp-formula id="e22">
						<graphic xlink:href="0012-7353-dyna-84-202-00084-e22.jpg"/>
					</disp-formula>
				</p>
				<p>In this case <inline-graphic xlink:href="0012-7353-dyna-84-202-00084-i068.png"/> represents mean velocity, D is the hydraulic diameter, <inline-graphic xlink:href="0012-7353-dyna-84-202-00084-i069.png"/> is liquid density and <inline-graphic xlink:href="0012-7353-dyna-84-202-00084-i070.png"/> is the dynamic viscosity (0.9 x 10<sup>-3</sup> Pa s for water). For the flow between to plane parallel plates, hydraulic diameter is equal to 2 times the distance between them. Applying this equation to small cells (0.1 m x 0.1 m and a thickness compartment of 200 <inline-graphic xlink:href="0012-7353-dyna-84-202-00084-i042.png"/>m), for low residence times, a Reynolds number of the order of 0.01 is obtained, which can be interpreted as laminar flow over the compartments [<xref ref-type="bibr" rid="B20">20</xref>]. For laminar flow, pressure drop over the compartments is defined as:</p>
				<p>
					<disp-formula id="e23">
						<graphic xlink:href="0012-7353-dyna-84-202-00084-e23.jpg"/>
					</disp-formula>
				</p>
				<p>
					<disp-formula id="e24">
						<graphic xlink:href="0012-7353-dyna-84-202-00084-e24.jpg"/>
					</disp-formula>
				</p>
				<p>Flow rate is calculated as the dimensions of the compartments over the residence time of the solutions.</p>
				<p>
					<disp-formula id="e25">
						<graphic xlink:href="0012-7353-dyna-84-202-00084-e25.jpg"/>
					</disp-formula>
				</p>
				<p>
					<xref ref-type="fig" rid="f3">Fig 3</xref> shows the behavior of total power and hydrodynamic losses with residence time. From the figure it can be seen that very low values of residence times lead to very high pressure drops, which results in unpractical values of net power (<xref ref-type="fig" rid="f3">Fig 3</xref> up)</p>
				<p>From <xref ref-type="fig" rid="f3">Fig. 3</xref> (Down) it can be seen that net power is a parameter suitable for optimization because the function presents a maximum value. Nonetheless, it is important to notice that it does not account for thermodynamic efficiency of the process.</p>
				<p>
					<fig id="f3">
						<label>Figure 3</label>
						<caption>
							<title>(Up) Total power density and hydraulic losses behavior with residence time. (Down) Net power density Vs residence time. </title>
						</caption>
						<graphic xlink:href="0012-7353-dyna-84-202-00084-gf3.jpg"/>
						<attrib><bold>Source:</bold> The authors.</attrib>
					</fig>
				</p>
			</sec>
			<sec>
				<title>2.4. Lost work</title>
				<p>If optimization is performed using only the net power density parameter, low values of thermodynamic efficiency are achieved, due to the fact that favoring power density, leads to higher velocity of the processes and thus, more thermodynamically irreversible losses. Thus it is important to optimize taking into account thermodynamic efficiency of the process</p>
				<p>Lost power <inline-graphic xlink:href="0012-7353-dyna-84-202-00084-i076.png"/> is defined as the difference between maximum energy theoretically obtainable and real energy obtained by the RED stack, divided by total membrane area</p>
				<p>
					<disp-formula id="e26">
						<graphic xlink:href="0012-7353-dyna-84-202-00084-e26.jpg"/>
					</disp-formula>
				</p>
				<p>
					<inline-graphic xlink:href="0012-7353-dyna-84-202-00084-i078.png"/> Corresponds to the available energy when mixing process is complete, as defined in eq. (2). <inline-graphic xlink:href="0012-7353-dyna-84-202-00084-i079.png"/> Is the actual extracted energy from the RED stack.</p>
				<p>
					<disp-formula id="e27">
						<graphic xlink:href="0012-7353-dyna-84-202-00084-e27.jpg"/>
					</disp-formula>
				</p>
				<p>Where <inline-graphic xlink:href="0012-7353-dyna-84-202-00084-i081.png"/> y <inline-graphic xlink:href="0012-7353-dyna-84-202-00084-i082.png"/> are the outlet salt concentrations in the concentrated and diluted streams respectively.</p>
				<p>
					<xref ref-type="fig" rid="f4">Fig 4</xref> shows the behavior of net power density and lost work with residence time. From <xref ref-type="fig" rid="f4">Fig 4</xref> (up) it can be seen that <inline-graphic xlink:href="0012-7353-dyna-84-202-00084-i076.png"/> further refines the optimization of net power output, taking into account the lost power when concentrations are not in equilibrium at the RED stack outlet.</p>
			</sec>
			<sec>
				<title>2.5. Optimization objective function</title>
				<p>Using the parameters described in the previous section, a new optimization function is proposed. It includes all the response parameters relevant for optimization of RED stacks mentioned in literature [<xref ref-type="bibr" rid="B20">20</xref>], and it comprises them in one optimization function that has a mathematical minimum. This function allows to minimize lost work and maximize net power output, using power density as the common unit to make calculations. Net power is negative because optimization looks for minimization of objective function.</p>
				<p>
					<disp-formula id="e28">
						<graphic xlink:href="0012-7353-dyna-84-202-00084-e28.jpg"/>
					</disp-formula>
				</p>
				<p>Taking into account that fresh water is the limiting factor for energy generation through salinity gradients, and in order to minimize the use of this valuable resource, sea water fraction <inline-graphic xlink:href="0012-7353-dyna-84-202-00084-i084.png"/> is used in the optimization function to maximize sea water consume.</p>
				<p>
					<disp-formula id="e29">
						<graphic xlink:href="0012-7353-dyna-84-202-00084-e29.jpg"/>
					</disp-formula>
				</p>
				<p>Several individual parameters have been introduced in literature that account for energy efficiency or power density to optimize power output in RED. Nonetheless an optimization function with a theoretical minimum that accounts for all of these parameters together had not been proposed until now. <xref ref-type="fig" rid="f4">Fig. 4</xref> (Down) shows the behavior of the objective function with residence time. It can be observed that there is a minimum in the objective function, which gives at the same time maximization of net power and minimization of lost work and river water use.</p>
				<p>
					<fig id="f4">
						<label>Figure 4</label>
						<caption>
							<title>(Up) Comparison between lost work and net power with residence time. (Down) Behavior of defined objective function (<inline-graphic xlink:href="0012-7353-dyna-84-202-00084-i087.png"/> with residence time. </title>
						</caption>
						<graphic xlink:href="0012-7353-dyna-84-202-00084-gf4.jpg"/>
						<attrib><bold>Source:</bold> The authors.</attrib>
					</fig>
				</p>
			</sec>
		</sec>
		<sec sec-type="results|discussion">
			<title>3. Results and discussion</title>
			<p>In order to validate the model with previous results reported in literature, parameters used for evaluation of the model are the same used by Veerman et al. for a 10x10 cm cell [<xref ref-type="bibr" rid="B16">16</xref>,<xref ref-type="bibr" rid="B20">20</xref>]. Residence time for river and sea water was 60 s, obstruction factor was 2, <inline-graphic xlink:href="0012-7353-dyna-84-202-00084-i089.png"/>membranes selectivity of 0.88, thickness of the compartments of 200 µm, NaCl diffusion coefficient of <inline-graphic xlink:href="0012-7353-dyna-84-202-00084-i091.png"/> and input salt concentrations are 512.8 <inline-graphic xlink:href="0012-7353-dyna-84-202-00084-i092.png"/> for concentrated stream and 17.1 <inline-graphic xlink:href="0012-7353-dyna-84-202-00084-i092.png"/> for the diluted stream. The model was solved with Matlab ® software.</p>
			<p>
				<xref ref-type="fig" rid="f5">Fig. 5</xref> shows model results for co-current mode (left) and counter-current mode (right), which are in agreement with model and experimental results presented by Veerman et al [<xref ref-type="bibr" rid="B16">16</xref>,<xref ref-type="bibr" rid="B20">20</xref>]. Counter current mode presents better ionic current distribution than co-current as may be seen from power profiles in <xref ref-type="fig" rid="f5">Fig 5</xref>. This may seem as an operational advantage, nonetheless, counter current operation introduces high local pressure differences between the compartments, which increases chances of possible leakages [<xref ref-type="bibr" rid="B20">20</xref>,<xref ref-type="bibr" rid="B22">22</xref>]. </p>
			<p>
				<fig id="f5">
					<label>Figure 5</label>
					<caption>
						<title>Model results for co-current operation (left) and counter-current operation (right). Local concentration inside the compartments (up) and local net power denisity (down) are shown. </title>
					</caption>
					<graphic xlink:href="0012-7353-dyna-84-202-00084-gf5.jpg"/>
					<attrib><bold>Source:</bold> The authors.</attrib>
				</fig>
			</p>
			<p>Due to the fact that counter current operation presents more technical issues than co-current, and net power generated is very similar for both modes of operation, optimization is performed only for co-current mode.</p>
			<p>After validation of the model is done with previous literature, optimization is performed for a stack with Fujifilm membranes and no spacers (<xref ref-type="table" rid="t1">Table 1</xref>). Effect of the length of the flow path is evaluated for a width of the compartment b of 0.1 m. Optimized parameters are residence times of sea and river water, and thickness of the compartments.</p>
			<p>
				<table-wrap id="t1">
					<label>Table 1</label>
					<caption>
						<title>Optimized parameters and net power density obtained for different length of the compartments. </title>
					</caption>
					<graphic xlink:href="0012-7353-dyna-84-202-00084-gt1.jpg"/>
					<table-wrap-foot>
						<fn id="TFN1">
							<p><bold>Source:</bold> The authors.</p>
						</fn>
					</table-wrap-foot>
				</table-wrap>
			</p>
			<p>Results of optimizations show that residence time of river water is bigger than sea water, suggesting less river water consume for energy generation. This proves that optimization function, satisfactory fulfills the requirement to reduce river water consume. For the optimization of the compartments thickness, results in <xref ref-type="table" rid="t1">Table 1</xref> suggest that sea water compartments could be up to ten times the thickness of the river water compartment. This result is due to the fact that river water has more electrical resistance than sea water because of its low salts content. </p>
			<p>Nonetheless this last result might not very practical in real conditions, because having 1 micrometer thickness compartments for river water, would cause frequently clogging of the stack. Besides, it has been proven that a good antifouling strategy is to exchange the streams in the compartments every now and then, but in order to apply it, it is necessary that the compartments are symmetrical [23]. Moreover, other energy generation methods have been proposed like using electric double layer capacitors instead of electrodes, but this method requires to exchange the waters between compartments regularly [<xref ref-type="bibr" rid="B13">13</xref>]. However, the advantage of the model is the possibility to choose the parameters to optimize. Thus, it would be interesting to optimize for symmetrical compartments. </p>
			<p>On the other hand, results for residence times for river and sea water agree with other results obtained in literature [<xref ref-type="bibr" rid="B20">20</xref>]. Linear velocities between 1 and 7 cm/s are recommended for river water, while higher velocities between 4 and 14 cm/s are recommended for sea water, depending on the compartment length and membrane area. </p>
			<p>From <xref ref-type="table" rid="t1">Table 1</xref> it can also be noticed that net power density decreases when increasing cell length. As power density is directly related to the cost of a RED stack, increasing cell length will only increase cost, while decreasing economic efficiency or viability of the process. </p>
			<p>
				<xref ref-type="table" rid="t2">Table 2</xref> presents a comparison between <inline-graphic xlink:href="0012-7353-dyna-84-202-00084-i095.png"/>, <inline-graphic xlink:href="0012-7353-dyna-84-202-00084-i096.png"/> and thermodynamic efficiency <inline-graphic xlink:href="0012-7353-dyna-84-202-00084-i097.png"/> for the same values presented in <xref ref-type="table" rid="t1">Table 1</xref>, in terms of area. It is important to notice that, although bigger areas present in general higher total power generation and better thermodynamic efficiencies, it has a decreasing effect on net power density. </p>
			<p>
				<table-wrap id="t2">
					<label>Table 2</label>
					<caption>
						<title>Comparison between net power, net power density and thermodynamic efficiency of the process with transversal area of the stack. </title>
					</caption>
					<graphic xlink:href="0012-7353-dyna-84-202-00084-gt2.jpg"/>
					<table-wrap-foot>
						<fn id="TFN2">
							<p><bold>Source:</bold> The authors.</p>
						</fn>
					</table-wrap-foot>
				</table-wrap>
			</p>
			<p>Natural processes follow the maximum entropy principle, sacrificing efficiency in order to get more power. Thus it is reasonable to design RED stacks with smaller areas because they favor net power per square meter membrane over thermodynamic efficiency, decreasing the cost of investment of the plant up to 60 % according to the results in <xref ref-type="table" rid="t2">Table 2</xref>.</p>
			<p>An optimization was performed in order to study the effect of Long (L) / Width (b) ratio (keeping a constant area of 0.01 m<sup>2</sup>) on Net power density, and thermodynamic efficiency. <xref ref-type="table" rid="t3">Table 3</xref> shows clearly how increasing cell length, increases thermodynamic efficiency of the process, due to the fact that longer paths allow more ion exchange through the membranes, but they also increase hydrodynamic losses. Smaller L/b ratios achieve 30% more net power density, and thus bigger widths than lengths are recommended for stack design. </p>
			<p>
				<table-wrap id="t3">
					<label>Table 3</label>
					<caption>
						<title>Analysis of net power density and thermodynamic efficiency with L/b ratio for a constant area of 0.01 m<sup>2</sup>. </title>
					</caption>
					<graphic xlink:href="0012-7353-dyna-84-202-00084-gt3.jpg"/>
					<table-wrap-foot>
						<fn id="TFN3">
							<p><bold>Source:</bold> The authors.</p>
						</fn>
					</table-wrap-foot>
				</table-wrap>
			</p>
			<p>Taking all the previous considerations, as well as technical and practical construction issues, a cell with dimensions b=0.3 m and L=0.03 m is proposed. For this dimensions, optimized parameters are shown in <xref ref-type="table" rid="t4">Table 4</xref>.</p>
			<p>
				<table-wrap id="t4">
					<label>Table 4</label>
					<caption>
						<title>Optimized parameters for the proposed cell design. </title>
					</caption>
					<graphic xlink:href="0012-7353-dyna-84-202-00084-gt4.jpg"/>
					<table-wrap-foot>
						<fn id="TFN4">
							<p><bold>Source:</bold> The authors.</p>
						</fn>
					</table-wrap-foot>
				</table-wrap>
			</p>
			<p>Concentration and power profiles within the compartments for the optimized design are shown in <xref ref-type="fig" rid="f6">Fig. 6</xref>. From the figure it is possible to notice that river water compartment develops a concentration profile, while sea water compartment does not. This happens due to the fact that smaller residence leads to higher volumetric flow for sea water, which causes that the change in concentration of sea water inside the compartment is very small compared to the change in concentration of the river water compartment.</p>
			<p>
				<fig id="f6">
					<label>Figure 6</label>
					<caption>
						<title>Concentration (up) and power (down) profiles for the optimized cell design. </title>
					</caption>
					<graphic xlink:href="0012-7353-dyna-84-202-00084-gf6.jpg"/>
					<attrib><bold>Source:</bold> The authors.</attrib>
				</fig>
			</p>
			<p>It is also possible to notice that local power is bigger at the fluid entrance, this is caused because there is bigger concentration difference at the beginning, which is traduced in more electromotive force, and thus more power.</p>
		</sec>
		<sec sec-type="conclusions">
			<title>4. Conclusions</title>
			<p>A new proposed objective function was used for optimizing a RED stack which minimizes river water use, maximizes net power output, and introduces the concept of lost work as a way of taking thermodynamic efficiency into account in the same units as net power density. This allows to calculate and find a theoretically minimum value of the difference between lost work and net power density. It was proven that the function has a mathematical minimum of exists, thereof accounting for all of the parameters proposed in literature together in one function.</p>
			<p>In comparison with other optimizations done in the past, the new optimization function will allow a straightforward optimization of RED stacks for different operation parameters. Results agree with optimizations performed in literature, and with linear velocities suggested in different RED studies. The optimization suggest small areas and L/b ratios for obtaining better net power densities.</p>
		</sec>
		<sec>
			<title>Acknowledgments</title>
			<p>This work was performed thanks to the support of research group GRIEQUI and OCEANICOS, and Colciencias, agency of science and technology in Colombia through the programs Jóvenes Investigadores and 700 - proof of concept.</p>
		</sec>
	</body>
	<back>
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