<?xml version="1.0" encoding="UTF-8"?><!DOCTYPE article  PUBLIC "-//NLM//DTD Journal Publishing DTD v3.0 20080202//EN" "http://dtd.nlm.nih.gov/publishing/3.0/journalpublishing3.dtd"><article xmlns:mml="http://www.w3.org/1998/Math/MathML" xmlns:xlink="http://www.w3.org/1999/xlink" dtd-version="3.0" xml:lang="en" article-type="research article"><front><journal-meta><journal-id journal-id-type="publisher-id">JSEMAT</journal-id><journal-title-group><journal-title>Journal of Surface Engineered Materials and Advanced Technology</journal-title></journal-title-group><issn pub-type="epub">2161-4881</issn><publisher><publisher-name>Scientific Research Publishing</publisher-name></publisher></journal-meta><article-meta><article-id pub-id-type="doi">10.4236/jsemat.2015.51006</article-id><article-id pub-id-type="publisher-id">JSEMAT-52970</article-id><article-categories><subj-group subj-group-type="heading"><subject>Articles</subject></subj-group><subj-group subj-group-type="Discipline-v2"><subject>Chemistry&amp;Materials Science</subject><subject> Engineering</subject></subj-group></article-categories><title-group><article-title>
 
 
  Experimental Adsorption and Modelisation of CO&lt;SUB&gt;2&lt;/SUB&gt; on Adsorbents Collected from Elborma Field in South Tunisia
 
</article-title></title-group><contrib-group><contrib contrib-type="author" xlink:type="simple"><name name-style="western"><surname>ouhail</surname><given-names>Bouzgarrou</given-names></name><xref ref-type="aff" rid="aff1"><sup>1</sup></xref><xref ref-type="corresp" rid="cor1"><sup>*</sup></xref></contrib><contrib contrib-type="author" xlink:type="simple"><name name-style="western"><surname>Hadi</surname><given-names>Jedli</given-names></name><xref ref-type="aff" rid="aff2"><sup>2</sup></xref></contrib><contrib contrib-type="author" xlink:type="simple"><name name-style="western"><surname>Nadra</surname><given-names>Stiti</given-names></name><xref ref-type="aff" rid="aff3"><sup>3</sup></xref></contrib><contrib contrib-type="author" xlink:type="simple"><name name-style="western"><surname>Nourdine</surname><given-names>Hamdi</given-names></name><xref ref-type="aff" rid="aff4"><sup>4</sup></xref></contrib><contrib contrib-type="author" xlink:type="simple"><name name-style="western"><surname>Khalifa</surname><given-names>Slimi</given-names></name><xref ref-type="aff" rid="aff5"><sup>5</sup></xref></contrib><contrib contrib-type="author" xlink:type="simple"><name name-style="western"><surname>Mohamed</surname><given-names>Bagana</given-names></name><xref ref-type="aff" rid="aff3"><sup>3</sup></xref></contrib></contrib-group><aff id="aff2"><addr-line>Department of Energetic, National Engineering School of Monastir, Monastir, Tunisia</addr-line></aff><aff id="aff1"><addr-line>Research Unity of Energetic and Environment, National Engineering School of Tunis, Tunis El Manar University,
Tunis, Tunisia</addr-line></aff><aff id="aff3"><addr-line>Materials Research Laboratory Department of Chemical, National Engineering School of Gabès, Gabès, Tunisia</addr-line></aff><aff id="aff4"><addr-line>Department of Material, Higher Institute for Water Science and Technologies of Gabès, Gabès, Tunisia</addr-line></aff><aff id="aff5"><addr-line>Higher Institute for Transport and Logistics of Sousse, Sousse, Tunisia</addr-line></aff><author-notes><corresp id="cor1">* E-mail:<email>s_bouzgarrou2002@yahoo.fr(OB)</email>;</corresp></author-notes><pub-date pub-type="epub"><day>26</day><month>12</month><year>2014</year></pub-date><volume>05</volume><issue>01</issue><fpage>52</fpage><lpage>63</lpage><history><date date-type="received"><day>19</day>	<month>November</month>	<year>2014</year></date><date date-type="rev-recd"><day>18</day>	<month>December</month>	<year>2014</year>	</date><date date-type="accepted"><day>29</day>	<month>December</month>	<year>2014</year></date></history><permissions><copyright-statement>&#169; Copyright  2014 by authors and Scientific Research Publishing Inc. </copyright-statement><copyright-year>2014</copyright-year><license><license-p>This work is licensed under the Creative Commons Attribution International License (CC BY). http://creativecommons.org/licenses/by/4.0/</license-p></license></permissions><abstract><p>
 
 
  In order to select the best adsorbant for CO
  <sub>2</sub> sequestration, this study deals the interaction between clay, Triassic sandstone and Jurassic evaporate and CO
  <sub>2</sub>. These materials have been used as sorbents. To choose the adequate geological layers for sequestration and with minimum risk of leakage, adsorbent characterizations were investigated using X-ray diffraction, SEM and surface area analysis, structural and textural shapes of these materials have been investigated too. The elution chromatography in gaseous phase has been employed to determine the adsorption isotherms of adsorbed CO
  <sub>2</sub> for each adsorbent. Then, the treatment of the experimental data allowed us to compare each CO
  <sub>2</sub>/adsorbent couple. The adsorption isotherms were modeled using the Langmir and Freundlich models. A thermodynamic comparison between the different adsorbents will also be provided. Experimental results show that clay and Triassic sandstone have the highest rate of adsorption amount. It has been also found that the Langmuir model is the most appropriate one to describe the phenomenon of CO
  <sub>2</sub> adsorption on clay. However, for the other adsorbents (i.e. Triassic sandstone and Jurassic evaporates) the two-models are adequate.
 
</p></abstract><kwd-group><kwd>Adsorption Selectivity</kwd><kwd> Geologic Materials</kwd><kwd> Surface Area Analysis</kwd><kwd> Elution Chromatography</kwd><kwd> Langmuir</kwd><kwd> Freundlich Modelisation</kwd></kwd-group></article-meta></front><body><sec id="s1"><title>1. Introduction</title><p>Regulating CO<sub>2</sub> emissions into the atmosphere has become a crucial target since the scientists’ statement that the earth’s climate is changing and the average temperature of the planet is getting higher and higher due to modern human activities [<xref ref-type="bibr" rid="scirp.52970-ref1">1</xref>] . In fact, greenhouse gases’ concentrations are higher nowadays than that at any time previously.</p><p>To tackle this problem, geological sequestration of CO<sub>2</sub> is one of the main options to reduce CO<sub>2</sub> emissions in order to mitigate the greenhouse effect [<xref ref-type="bibr" rid="scirp.52970-ref1">1</xref>] [<xref ref-type="bibr" rid="scirp.52970-ref2">2</xref>] . Aquifers that are deep and separated from underground sources of potable water can be excellent sites for large-scale CO<sub>2</sub> storage. Moreover, a large number of such saline aquifers exist in the depths of sedimentary basins throughout the world and various solid materials such as calcium oxide or lithium oxide [<xref ref-type="bibr" rid="scirp.52970-ref3">3</xref>] [<xref ref-type="bibr" rid="scirp.52970-ref4">4</xref>] and silica gel readily adsorb carbon dioxide.</p><p>The capture and sequestration of CO<sub>2</sub> problems, actually well-documented, are classified within the scope of the general problem of the greenhouse effect and global warming particularly, through the activities of the IPCC synthesis (International Panel on Climate Change) established in 1988 under the auspices of the United Nations [<xref ref-type="bibr" rid="scirp.52970-ref5">5</xref>] . The CO<sub>2</sub> capture and sequestration in deep saline aquifers has emerged as an appropriate solution to reduce greenhouse gas emissions. The effectiveness of this option depends mainly on the sequestration at a low transfer rate of aquifers, sequestration potential as a residual, by adsorption or mineralization in the form of carbonate structure [<xref ref-type="bibr" rid="scirp.52970-ref6">6</xref>] .</p><p>CO<sub>2</sub> adsorption on dry sorbents has fascinated many researchers. CO<sub>2</sub> adsorption capacity is needed for practical applications [<xref ref-type="bibr" rid="scirp.52970-ref7">7</xref>] . In this study, clays, Triassic sandstone and Jurassic evaporate are chosen as potential adsorbents to measure the CO<sub>2</sub> adsorption amount. These materials come from real sits considered for CO<sub>2</sub> sequestration in the southern region of Tunisia. CO<sub>2</sub> adsorption by porous materials in deep saline aquifers is a very promising option since this operation reduces the possibility of leakage from the storage tank. On the other hand, a big amount of the injected CO<sub>2</sub> in the deep aquifer can migrate to the top of the aquifer by buoyancy forces due to density difference. As a result, this quantity of CO<sub>2</sub> will be adsorbed by the cap-rock layer of the tank. This operation depends strongly on the time and physical properties of materials which comprise the cap-rock (porosity, specific surface, mineralogical composition…) and the chemical properties (acidity) as well as the nature of the adsorbed molecules.</p><p>Depending on the nature of the interactions between the adsorbent and the adsorbate, one can distinguish two- adsorption types. The first one is the physical adsorption which is attributed to lower links of physical interaction energies basically between 5 and 40 kJ/mol. The involved forces are of the Van Der Waals type due to electrostatic interactions which are small forces that can be easily broken. This is a reversible and exothermic phenomenon that can occur without changing the molecular structure of the solid [<xref ref-type="bibr" rid="scirp.52970-ref8">8</xref>] . However, the second one is chemical adsorption or chemisorptions, corresponding to strong chemical links with the binding energy which is large enough than 80 kJ/mol [<xref ref-type="bibr" rid="scirp.52970-ref9">9</xref>] . It involves chemical reactions between the surface of the adsorbent and the adsorbate molecules. It involves chemical reactions between the surface of the adsorbent and the adsorbate molecules. In this context, we are interested in assessing the best adsorbent for CO<sub>2</sub> capture. The present work aims to select an efficient adsorbent well suited to the capture of CO<sub>2</sub> and therefore to its storage for a long period of time. A study of the major intrinsic characteristics of different adsorbents will be performed. This study allowed us to evaluate the best material able to adsorb the maximum of CO<sub>2</sub> and therefore to optimize the choice of the storage site.</p></sec><sec id="s2"><title>2. Materials and Methods</title><p>Three samples have been selected in this study: clay from the cap-rock layer having a green color (from the city of Gabes, Tunisia); Triassic sandstone sample which is composed of coarse sandstone and conglomerate of large siliceous stone. It is a natural adsorbent gray in color from El Borma field located in southern Tunisia, and used essentially for storage. The Jurassic evaporates are gray natural materials from deep saline aquifers in southern Tunisia, collected from the cap-rock of the reservoir. The lower layer of Jurassic evaporates is supported by a slightly discordant stratification on the Triassic sandstone.</p><p>The method used to determine the CO<sub>2</sub> adsorption isotherms on different adsorbents is based on the principle of gas-phase chromatographic method (<xref ref-type="fig" rid="fig1">Figure 1</xref>). Preliminary work consists in characterizing the different selected adsorbents (i.e. Clay, Jurassic evaporates and Triassic sandstone).</p><p>For each selected adsorbent, we are interested in determining the equilibrium conditions in the column. Hence, adsorption studies were conducted by varying two-factors: the velocity and pressure of the injected CO<sub>2</sub>. This was done by injecting the same amount of CO<sub>2</sub> for all adsorbents. The variation of these two-factors allows us to estimate the flow and pressure of the injected CO<sub>2</sub> required reaching thermodynamic equilibrium inside the column. Powder XRD patterns were obtained using a Panalytical X-Pert high score plus diffractometer in the range 3˚ - 70˚ 2q, at a scanning rate of min<sup>−1</sup> and employing Cu Kα filtered radiation.</p><sec id="s2_1"><title>2.1. Adsorbents Characterization</title><p><xref ref-type="table" rid="table1">Table 1</xref> shows the chemical composition (wt%) data of the selected three samples. The data indicate that the percentage of SiO<sub>2</sub> in clay and Triassic sandstone samples was relatively high. This is consistent with the presence of quartz as shown by XRD [<xref ref-type="fig" rid="fig2">Figure 2</xref>(a)]. The higher concentration of Na ion in the evaporate sample confirmed the presence of the halite. The percentage of the K<sub>2</sub>O in the clay and Triassic sandstone show that the illite is the major compound in both samples.</p><p><xref ref-type="fig" rid="fig2">Figure 2</xref> presents the XRD patterns of three powder samples. As illustrated by this figure, the clay sample [<xref ref-type="fig" rid="fig2">Figure 2</xref>(a)] essentially comprises illite (10 &#197;) and kaolinite at 7.16 &#197;; the associated minerals are dolomite (2.88 &#197;) and quartz (3.34 &#197;). X-ray diffraction analysis of the evaporate sample shows the presence of halite at 2.82 &#197; and 1.99 &#197; [<xref ref-type="fig" rid="fig2">Figure 2</xref>(b)]. The Triassic sandstone samples are composed of illitic and kaolinitic clay associated to quartz [<xref ref-type="fig" rid="fig2">Figure 2</xref>(c)].</p><p>The SEM analysis (<xref ref-type="fig" rid="fig3">Figure 3</xref>) exhibits the morphology of the three soils. The SEM imaging shows that the particle morphology is laminated. This is due to the clay fraction in the sample represented by the layers of argillaceous form. In the case of Jurassic evaporates, the particles have a spherical form with very small compared to the others samples.</p><p>In <xref ref-type="table" rid="table2">Table 2</xref>, we provide the textural characteristics of these different materials obtained with the Nitrogen adsorption technique. The specific surface area and the total pore volume are the most important characteristics of adsorbents. For all samples, the SBET is relatively lower and the clay sample has the highest specific surface area. The total pore volumes of these samples are comparable.</p><fig id="fig1"  position="float"><label><xref ref-type="fig" rid="fig1">Figure 1</xref></label><caption><title> Schematic diagram of the experimental set-up</title></caption><graphic mimetype="image"   position="float"  xlink:type="simple"  xlink:href="http://html.scirp.org/file/6-1180266x5.png"/></fig><table-wrap id="table1" ><label><xref ref-type="table" rid="table1">Table 1</xref></label><caption><title> Chemical composition of different adsorbents</title></caption><table><tbody><thead><tr><th align="center" valign="middle" >Samples</th><th align="center" valign="middle" >SiO<sub>2</sub></th><th align="center" valign="middle" >Al<sub>2</sub>O<sub>3</sub></th><th align="center" valign="middle" >CaO</th><th align="center" valign="middle" >Fe<sub>2</sub>O<sub>3</sub></th><th align="center" valign="middle" >Na<sub>2</sub>O</th><th align="center" valign="middle" >K<sub>2</sub>O</th><th align="center" valign="middle" >MgO</th><th align="center" valign="middle" >TiO<sub>2</sub></th><th align="center" valign="middle" >I. Lo</th></tr></thead><tr><td align="center" valign="middle" >Clay</td><td align="center" valign="middle" >52.18</td><td align="center" valign="middle" >11.96</td><td align="center" valign="middle" >8.91</td><td align="center" valign="middle" >5.09</td><td align="center" valign="middle" >0.20</td><td align="center" valign="middle" >2.82</td><td align="center" valign="middle" >6.89</td><td align="center" valign="middle" >0.03</td><td align="center" valign="middle" >9.4</td></tr><tr><td align="center" valign="middle" >Triassic sandstone</td><td align="center" valign="middle" >49.19</td><td align="center" valign="middle" >18.33</td><td align="center" valign="middle" >1.62</td><td align="center" valign="middle" >9.26</td><td align="center" valign="middle" >0.72</td><td align="center" valign="middle" >3.66</td><td align="center" valign="middle" >2.98</td><td align="center" valign="middle" >0.04</td><td align="center" valign="middle" >15.5</td></tr><tr><td align="center" valign="middle" >Jurassic evaporates</td><td align="center" valign="middle" >3.50</td><td align="center" valign="middle" >0.93</td><td align="center" valign="middle" >3.73</td><td align="center" valign="middle" >0.67</td><td align="center" valign="middle" >19.42</td><td align="center" valign="middle" >0.15</td><td align="center" valign="middle" >0.62</td><td align="center" valign="middle" >0.03</td><td align="center" valign="middle" >67</td></tr></tbody></table></table-wrap><table-wrap id="table2" ><label><xref ref-type="table" rid="table2">Table 2</xref></label><caption><title> Textural characteristics of different adsorbents</title></caption><table><tbody><thead><tr><th align="center" valign="middle" >Adsorbents</th><th align="center" valign="middle" >Specific surface BET (m<sup>2</sup>/g)</th><th align="center" valign="middle" >Total pore volume (cm<sup>3</sup>/g)</th></tr></thead><tr><td align="center" valign="middle" >Clay</td><td align="center" valign="middle" >10.97</td><td align="center" valign="middle" >0.041</td></tr><tr><td align="center" valign="middle" >Triassic sandstone</td><td align="center" valign="middle" >6.09</td><td align="center" valign="middle" >0.047</td></tr><tr><td align="center" valign="middle" >Jurassic evaporates</td><td align="center" valign="middle" >4.04</td><td align="center" valign="middle" >0.036</td></tr></tbody></table></table-wrap><fig-group id="fig2"><label><xref ref-type="fig" rid="fig2">Figure 2</xref></label><caption><title> X-ray diffraction patterns of cuttings samples of (a) Clay; (b) Jurassic evaporates and (c) Triassic sandstone.</title></caption><fig id ="fig2_1"><label>(b)</label><graphic mimetype="image"   position="float"  xlink:type="simple"  xlink:href="http://html.scirp.org/file/6-1180266x6.png"/></fig><fig id ="fig2_2"><label>(c)</label><graphic mimetype="image"   position="float"  xlink:type="simple"  xlink:href="http://html.scirp.org/file/6-1180266x7.png"/></fig><fig id ="fig2_3"><label></label><graphic mimetype="image"   position="float"  xlink:type="simple"  xlink:href="http://html.scirp.org/file/6-1180266x8.png"/></fig></fig-group><fig-group id="fig3"><label><xref ref-type="fig" rid="fig3">Figure 3</xref></label><caption><title> SEM images of (a) Clay; (b) Jurassic evaporates and (c) Triassic sandstone.</title></caption><fig id ="fig3_1"><label>(b)</label><graphic mimetype="image"   position="float"  xlink:type="simple"  xlink:href="http://html.scirp.org/file/6-1180266x9.png"/></fig><fig id ="fig3_2"><label>(c)</label><graphic mimetype="image"   position="float"  xlink:type="simple"  xlink:href="http://html.scirp.org/file/6-1180266x10.png"/></fig><fig id ="fig3_3"><label></label><graphic mimetype="image"   position="float"  xlink:type="simple"  xlink:href="http://html.scirp.org/file/6-1180266x11.png"/></fig></fig-group></sec><sec id="s2_2"><title>2.2. Operating Mode</title><p>In this study, a gas chromatograph series IGC 10 M was used to study the adsorption of CO<sub>2</sub> on the following adsorbents: clay, Triassic sandstone and Jurassic evaporate. It is worth noting that the most important difference between these samples is the particle size and the outer surface.</p><p>After filling with a given mass of adsorbate, the adsorption column is conditioned with a stream flow of CO<sub>2</sub> and heated to a temperature of about 120˚C during 24 hours to remove any residual moisture. Then, the system is cooled to the ambient temperature. CO<sub>2</sub> is introduced directly into the chromatograph through a manual injection valve (<xref ref-type="fig" rid="fig1">Figure 1</xref>).</p><p>We balance the katharometer at each injection; check the flow rates of the gas in the reference column and that adsorbed. Then, a definite amount of CO<sub>2</sub> is adsorbed for a given injection pressure, depending on the flow rate value and injection temperature, an electrical signal in the form of a chromatographic peak is obtained on a recording paper.</p><p>At this stage, one can detect the coordinates in each chromatogram point using a Matlab program based on the trapezoidal method.</p></sec></sec><sec id="s3"><title>3. Results and Discussion</title><sec id="s3_1"><title>3.1. Choice of Equilibrium Conditions</title><p>The adsorption experiments were conducted to estimate the gas flow rate and the pressure of CO<sub>2</sub> injected at the inlet in order to reach thermodynamic equilibrium inside the column. For this purpose, we inject a fixed amount of CO<sub>2</sub> in a column filled with a mass m<sub>b</sub> of adsorbent, at a velocity V<sub>inj</sub> and a specific temperature T<sub>inj</sub>. Then, we vary the flow vector gas, D, setting the pressure of the injected CO<sub>2</sub> from the inlet. <xref ref-type="table" rid="table3">Table 3</xref> summarizes the equilibrium conditions inside the column for each adsorbent. The adsorption experiments were conducted to estimate the gas flow rate and the pressure of CO<sub>2</sub> injected at the inlet in order to reach thermodynamic equilibrium inside the column. For this purpose, we inject a fixed amount of CO<sub>2</sub> in a column filled with a mass m<sub>b</sub> of adsorbent, at a velocity V<sub>inj</sub> and a specific temperature T<sub>inj</sub>. Then, we vary the flow vector gas, D, setting the pressure of the injected CO<sub>2</sub> from the inlet. <xref ref-type="table" rid="table3">Table 3</xref> summarizes the equilibrium conditions inside the column for each adsorbent.</p></sec><sec id="s3_2"><title>3.2. Adsorption Isotherms</title><p>For each pair CO<sub>2</sub>/adsorbent, we have made several injections at different temperatures. The obtained experimental results are shown in <xref ref-type="table" rid="table4">Table 4</xref>.</p><p>The study of <xref ref-type="fig" rid="fig4">Figure 4</xref> shows that all the CO<sub>2</sub> adsorption isotherms on the selected adsorbents have the same shape and are of type I according to the classification of BDDT. Therefore, we can conclude that basically a</p><table-wrap id="table3" ><label><xref ref-type="table" rid="table3">Table 3</xref></label><caption><title> Equilibrium conditions inside the column</title></caption><table><tbody><thead><tr><th align="center" valign="middle" >Adsorbent</th><th align="center" valign="middle" >D (m<sup>3</sup>/h)</th><th align="center" valign="middle" >P<sub>CO2</sub> (bar)</th></tr></thead><tr><td align="center" valign="middle" >Clay</td><td align="center" valign="middle" >0.00296</td><td align="center" valign="middle" >10</td></tr><tr><td align="center" valign="middle" >Triassic sandstone</td><td align="center" valign="middle" >0.00311</td><td align="center" valign="middle" >10</td></tr><tr><td align="center" valign="middle" >Jurassic evaporates</td><td align="center" valign="middle" >0.00302</td><td align="center" valign="middle" >10</td></tr></tbody></table></table-wrap><table-wrap id="table4" ><label><xref ref-type="table" rid="table4">Table 4</xref></label><caption><title> Results obtained from the isotherms of selected adsorbents</title></caption><table><tbody><thead><tr><th align="center" valign="middle" >Adsorbent</th><th align="center" valign="middle" >Temperature T (˚C)</th><th align="center" valign="middle" >Isothermal type</th><th align="center" valign="middle" >Exothermicity</th><th align="center" valign="middle" >Adsorption capacity (q<sub>m</sub> &#215; 10<sup>3</sup> (g/g))</th><th align="center" valign="middle" >Reference</th><th align="center" valign="middle" >Smoothing model</th></tr></thead><tr><td align="center" valign="middle" >Clay</td><td align="center" valign="middle" >29 - 83.5</td><td align="center" valign="middle" >I</td><td align="center" valign="middle" >+</td><td align="center" valign="middle" >15</td><td align="center" valign="middle" >[<xref ref-type="bibr" rid="scirp.52970-ref10">10</xref>]</td><td align="center" valign="middle" >Freundlich</td></tr><tr><td align="center" valign="middle" >Triassic sandstone</td><td align="center" valign="middle" >27 - 65.5</td><td align="center" valign="middle" >I</td><td align="center" valign="middle" >+</td><td align="center" valign="middle" >14</td><td align="center" valign="middle" >-</td><td align="center" valign="middle" >Langmuir and Freundlich</td></tr><tr><td align="center" valign="middle" >Jurassic evaporates</td><td align="center" valign="middle" >23 - 84</td><td align="center" valign="middle" >I</td><td align="center" valign="middle" >+</td><td align="center" valign="middle" >7</td><td align="center" valign="middle" >-</td><td align="center" valign="middle" >Freundlich</td></tr></tbody></table></table-wrap><fig-group id="fig4"><label><xref ref-type="fig" rid="fig4">Figure 4</xref></label><caption><title> Adsorption isotherms of (a) CO<sub>2</sub>/Clay; (b) CO<sub>2</sub>/Triassic sandstone and (c) CO<sub>2</sub>/Jurassic evaporate at different temperatures.</title></caption><fig id ="fig4_1"><label>(b)</label><graphic mimetype="image"   position="float"  xlink:type="simple"  xlink:href="http://html.scirp.org/file/6-1180266x12.png"/></fig><fig id ="fig4_2"><label>(c)</label><graphic mimetype="image"   position="float"  xlink:type="simple"  xlink:href="http://html.scirp.org/file/6-1180266x13.png"/></fig><fig id ="fig4_3"><label></label><graphic mimetype="image"   position="float"  xlink:type="simple"  xlink:href="http://html.scirp.org/file/6-1180266x14.png"/></fig></fig-group><p>monolayer adsorption takes place for all the adsorbents in the fixed operating conditions.</p><p>Furthermore, the isotherms show no flat curves, indicating that the adsorption sites are not saturated in the range of the introduced amount of CO<sub>2</sub>. In all cases, the largest adsorption capacity occurs at the lowest temperature (room temperature) and decreases with the increase of the injection temperature. This is obvious since we are dealing with an exothermic adsorption phenomenon.</p></sec><sec id="s3_3"><title>3.3. Modeling of Adsorption Isotherms</title><p>Langmuir and Freundlich models are extensively used to model adsorption isotherms of CO<sub>2</sub> on different adsorbents [<xref ref-type="bibr" rid="scirp.52970-ref11">11</xref>] -[<xref ref-type="bibr" rid="scirp.52970-ref13">13</xref>] .</p><p>The Langmuir model is used to calculate the maximum adsorbed amount q<sub>m</sub> to form the monolayer as well as the adsorption constant K<sub>L</sub> [<xref ref-type="bibr" rid="scirp.52970-ref14">14</xref>] [<xref ref-type="bibr" rid="scirp.52970-ref15">15</xref>] . These parameters are determined using the linearization of the model [equation (1)] by plotting 1/q vs. 1/P.</p><p>The linear form of Langmuir model equation allows us to determine the parameters of this model (i.e. q<sub>m</sub> and k<sub>L</sub>). This model is given by the following equation [<xref ref-type="bibr" rid="scirp.52970-ref16">16</xref>] [<xref ref-type="bibr" rid="scirp.52970-ref17">17</xref>] :</p><disp-formula id="scirp.52970-formula1667"><label>(1)</label><graphic position="anchor" xlink:href="http://html.scirp.org/file/6-1180266x15.png"  xlink:type="simple"/></disp-formula><p>When we plot 1/q as a function of 1/P, one can obtain a straight line with a slope 1/q<sub>m</sub>K<sub>L</sub> that intercepts 1/p- axis at 1/q<sub>m</sub>. Then, the two-parameters of this model can be deduced.</p><p>It is important to note that Langmuir model is a good representation of adsorption isotherms of type I.</p><p>The Freundlich model parameters n and K are also determined by the linearization of the empirical model [Equation (2)] by plotting <inline-formula><inline-graphic xlink:href="http://html.scirp.org/file/6-1180266x16.png" xlink:type="simple"/></inline-formula> as a function of<inline-formula><inline-graphic xlink:href="http://html.scirp.org/file/6-1180266x16.png" xlink:type="simple"/></inline-formula><inline-formula><inline-graphic xlink:href="http://html.scirp.org/file/6-1180266x17.png" xlink:type="simple"/></inline-formula>. Freundlich model is represented by the following relationship:</p><disp-formula id="scirp.52970-formula1668"><label>(2)</label><graphic position="anchor" xlink:href="http://html.scirp.org/file/6-1180266x18.png"  xlink:type="simple"/></disp-formula><p>where K is the Freundlich constant which is mainly related to the maximum adsorption capacity and n a constant characterizing the interaction between adsorbate and adsorbent. In general, this model is valid for the monolayer adsorption on heterogeneous surfaces, where the adsorption sites are different in nature [<xref ref-type="bibr" rid="scirp.52970-ref17">17</xref>] [<xref ref-type="bibr" rid="scirp.52970-ref18">18</xref>] .</p><p>By plotting <inline-formula><inline-graphic xlink:href="http://html.scirp.org/file/6-1180266x19.png" xlink:type="simple"/></inline-formula> as a function of<inline-formula><inline-graphic xlink:href="http://html.scirp.org/file/6-1180266x19.png" xlink:type="simple"/></inline-formula><inline-formula><inline-graphic xlink:href="http://html.scirp.org/file/6-1180266x20.png" xlink:type="simple"/></inline-formula>, one can get a straight a line with a slope 1/n that intercepts<inline-formula><inline-graphic xlink:href="http://html.scirp.org/file/6-1180266x19.png" xlink:type="simple"/></inline-formula><inline-formula><inline-graphic xlink:href="http://html.scirp.org/file/6-1180266x20.png" xlink:type="simple"/></inline-formula><inline-formula><inline-graphic xlink:href="http://html.scirp.org/file/6-1180266x21.png" xlink:type="simple"/></inline-formula>-axis at<inline-formula><inline-graphic xlink:href="http://html.scirp.org/file/6-1180266x19.png" xlink:type="simple"/></inline-formula><inline-formula><inline-graphic xlink:href="http://html.scirp.org/file/6-1180266x20.png" xlink:type="simple"/></inline-formula><inline-formula><inline-graphic xlink:href="http://html.scirp.org/file/6-1180266x21.png" xlink:type="simple"/></inline-formula><inline-formula><inline-graphic xlink:href="http://html.scirp.org/file/6-1180266x22.png" xlink:type="simple"/></inline-formula>.</p><p>The analysis of <xref ref-type="table" rid="table5">Table 5</xref> shows that the Langmuir model describes correctly the adsorption isotherms of CO<sub>2</sub> on clay for all fixed temperatures with a correlation coefficient R<sup>2</sup> between 0.9995and 0.9998. The high values of the correlation coefficients obtained in the case of CO<sub>2</sub> adsorption on clay are in agreement with the basis of Freundlich model, involving surface heterogeneity.</p><p>It is important to highlight that above 46˚C, the maximum capacity q<sub>m</sub> predicted by the Langmuir model is systematically lower than the adsorbed amounts [12.0482 &#180; 10<sup>−3</sup> (g/g)]. However, the capacity q<sub>m</sub> must be greater than or equal to the adsorbed quantities calculated from the isotherm curves. Although, the correlation coefficients are satisfactory (between 0.9971 and 0.9996), the values of q<sub>m</sub> are meaningless.</p><p>The Freundlich model parameters n and K are also provided (<xref ref-type="table" rid="table6">Table 6</xref>). As it is well known, lower values of</p><table-wrap id="table5" ><label><xref ref-type="table" rid="table5">Table 5</xref></label><caption><title> Parameters of langmuir and freundlich for clay</title></caption><table><tbody><thead><tr><th align="center" valign="middle"  rowspan="2"  >Temperature (˚C)</th><th align="center" valign="middle"  colspan="3"  >Langmuir</th><th align="center" valign="middle"  colspan="3"  >Freundlich</th></tr></thead><tr><td align="center" valign="middle" >q<sub>m</sub> &#215; 10<sup>3</sup> (g/g)</td><td align="center" valign="middle" >K<sub>L</sub> &#215; 10<sup>3</sup></td><td align="center" valign="middle" >R<sup>2</sup></td><td align="center" valign="middle" >K &#215; 10<sup>5</sup></td><td align="center" valign="middle" >n</td><td align="center" valign="middle" >R<sup>2</sup></td></tr><tr><td align="center" valign="middle" >29</td><td align="center" valign="middle" >9.3458</td><td align="center" valign="middle" >4.5379</td><td align="center" valign="middle" >0.9994</td><td align="center" valign="middle" >5.2275</td><td align="center" valign="middle" >1.1533</td><td align="center" valign="middle" >0.9995</td></tr><tr><td align="center" valign="middle" >46</td><td align="center" valign="middle" >12.0482</td><td align="center" valign="middle" >2.7741<sup> </sup></td><td align="center" valign="middle" >0.9996</td><td align="center" valign="middle" >3.9166</td><td align="center" valign="middle" >1.1102</td><td align="center" valign="middle" >0.9997</td></tr><tr><td align="center" valign="middle" >57</td><td align="center" valign="middle" >6.3694</td><td align="center" valign="middle" >5.6810</td><td align="center" valign="middle" >0.9994</td><td align="center" valign="middle" >4.0198</td><td align="center" valign="middle" >1.1207</td><td align="center" valign="middle" >0.9998</td></tr><tr><td align="center" valign="middle" >69</td><td align="center" valign="middle" >4.6083</td><td align="center" valign="middle" >10.1539</td><td align="center" valign="middle" >0.9971</td><td align="center" valign="middle" >5.8155</td><td align="center" valign="middle" >1.2142</td><td align="center" valign="middle" >0.9997</td></tr><tr><td align="center" valign="middle" >83.5</td><td align="center" valign="middle" >6.0976</td><td align="center" valign="middle" >5.4758</td><td align="center" valign="middle" >0.9995</td><td align="center" valign="middle" >3.7484</td><td align="center" valign="middle" >1.1206</td><td align="center" valign="middle" >0.9998</td></tr></tbody></table></table-wrap><table-wrap id="table6" ><label><xref ref-type="table" rid="table6">Table 6</xref></label><caption><title> Parameters of langmuir and freundlich for the triassic sandstone</title></caption><table><tbody><thead><tr><th align="center" valign="middle"  rowspan="2"  >Temperature (˚C)</th><th align="center" valign="middle"  colspan="3"  >Langmuir</th><th align="center" valign="middle"  colspan="3"  >Freundlich</th></tr></thead><tr><td align="center" valign="middle" >q<sub>m</sub> &#215; 10<sup>2</sup> (g/g)</td><td align="center" valign="middle" >K<sub>L</sub> &#215; 10<sup>3</sup></td><td align="center" valign="middle" >R<sup>2</sup></td><td align="center" valign="middle" >K &#215; 10<sup>5</sup></td><td align="center" valign="middle" >n</td><td align="center" valign="middle" >R<sup>2</sup></td></tr><tr><td align="center" valign="middle" >27</td><td align="center" valign="middle" >2.17</td><td align="center" valign="middle" >1.4157</td><td align="center" valign="middle" >0.9998</td><td align="center" valign="middle" >4.1884</td><td align="center" valign="middle" >1.1292</td><td align="center" valign="middle" >0.9989</td></tr><tr><td align="center" valign="middle" >34.5</td><td align="center" valign="middle" >0.99</td><td align="center" valign="middle" >3.4877</td><td align="center" valign="middle" >0.9992</td><td align="center" valign="middle" >4.6308</td><td align="center" valign="middle" >1.1656</td><td align="center" valign="middle" >0.9994</td></tr><tr><td align="center" valign="middle" >44</td><td align="center" valign="middle" >1.08</td><td align="center" valign="middle" >3.1912</td><td align="center" valign="middle" >0.9998</td><td align="center" valign="middle" >4.6642</td><td align="center" valign="middle" >1.1675</td><td align="center" valign="middle" >0.9978</td></tr><tr><td align="center" valign="middle" >55.5</td><td align="center" valign="middle" >1.61</td><td align="center" valign="middle" >1.5538</td><td align="center" valign="middle" >0.9998</td><td align="center" valign="middle" >3.2845</td><td align="center" valign="middle" >1.1213</td><td align="center" valign="middle" >0.9994</td></tr><tr><td align="center" valign="middle" >65.5</td><td align="center" valign="middle" >2.78</td><td align="center" valign="middle" >0.7611</td><td align="center" valign="middle" >0.9998</td><td align="center" valign="middle" >2.7674</td><td align="center" valign="middle" >1.0971</td><td align="center" valign="middle" >0.9951</td></tr></tbody></table></table-wrap><p>n imply a higher heterogeneity of sites [<xref ref-type="bibr" rid="scirp.52970-ref19">19</xref>] . In our case, n is higher than 1 which implies that heterogeneity of sites is lower. In addition, the K values vary slightly with temperature.</p><p>From <xref ref-type="table" rid="table6">Table 6</xref>, it comes out that the Langmuir model describes adequately the experimental data of adsorption of CO<sub>2</sub> on the Triassic sandstone for all the tested temperatures with a correlation coefficient R<sup>2</sup> between 0.9992 and 0.9998. Therefore, the experimental adsorption isotherms can be linearized according to the Langmuir model. In addition, the CO<sub>2</sub> adsorption isotherms of the Triassic sandstones can be correctly described by the Freundlich model. The obtained correlation coefficients imply a high surface heterogeneity. Furthermore, the value of n is greater than 1 indicating that the heterogeneity of sites is low. Results show also that K values are strongly subordinate with temperature and that adsorption sites are not energetically homogeneous.</p><p>It is worth noting that for a temperature above 27˚C, the maximum capacity q<sub>m</sub> predicted by the Langmuir model is below the maximum capacity q<sub>m</sub> for the same temperature obtained from the adsorption isotherms. Thus, q<sub>m</sub> values seem to be coherent and meaningful. According to <xref ref-type="table" rid="table7">Table 7</xref>, the Langmuir model describes well the experimental data. It reflects a localized adsorption on homogeneously-distributed sites. The Freundlich model describes appropriately the adsorption isotherms for the couple CO<sub>2</sub>/(Liassic evaporates) for different temperatures values. Moreover, the changes in the Langmuir parameters are not regular with temperature.</p><p>It is important to note that for all temperatures, the maximum adsorbed amounts of CO<sub>2</sub> (i.e. q<sub>m</sub>) predicted by the Langmuir model are systematically lower than the adsorbed amounts corresponding to an injected amount of CO<sub>2</sub> equal to 0.42 cm<sup>3</sup>. However, the values of q<sub>m</sub> should logically be higher or equal to the quantities adsorbed when plotting isotherms [7 &#180; 10<sup>−3</sup>(g/g)]. Thus, the obtained values of q<sub>m</sub> are meaningless, even if the Langmuir curves are satisfactory.</p><p>Then, we can conclude that the Langmuir model does not allow us to describe correctly the adsorption isotherms of CO<sub>2</sub> on the Jurassic evaporate. In addition, the values of K<sub>L</sub> indicate a low affinity of CO<sub>2</sub> on evaporate with relatively-homogeneous sites.</p></sec><sec id="s3_4"><title>3.4. Thermodynamics Adsorption Study</title><p>In order to determine the adsorption nature for each adsorbent, we have calculated the enthalpy of adsorption based on the Clausius-Clapeyron equation.</p><disp-formula id="scirp.52970-formula1669"><label>(3)</label><graphic position="anchor" xlink:href="http://html.scirp.org/file/6-1180266x23.png"  xlink:type="simple"/></disp-formula><p>Obviously, the isosteric enthalpy of adsorption ΔH<sub>ads</sub> is an important thermodynamic property in gas-solid adsorption problems. Then, it is necessary to draw the isosteric isotherms obtained at different temperatures. To this end, we have plotted the variation of <inline-formula><inline-graphic xlink:href="http://html.scirp.org/file/6-1180266x24.png" xlink:type="simple"/></inline-formula> as a function of 1/T [<xref ref-type="bibr" rid="scirp.52970-ref20">20</xref>] . These results are not shown here for the sake of brevity. The slopes of these isosteres represent the adsorption enthalpy values divided by the ideal gas constant R.</p><p>We note that the curves ΔH<sub>ads</sub> as a function of q for all adsorbents (Clay, Triassic Sandstone and Jurassic evaporates) [<xref ref-type="bibr" rid="scirp.52970-ref21">21</xref>] , not shown here for the sake of brevity, present negative values which confirm the exothermic nature of the adsorption phenomenon. In addition, the comparison between enthalpy adsorption values against available literature values are within the magnitude of the physical adsorption [<xref ref-type="bibr" rid="scirp.52970-ref20">20</xref>] [<xref ref-type="bibr" rid="scirp.52970-ref22">22</xref>] . We note also that the variation of isosteric enthalpy is small for clays and evaporates, showing that the heterogeneity of their sites is low.</p><p>In <xref ref-type="table" rid="table8">Table 8</xref>, the adsorption enthalpies of the different three couples studied here are depicted. In terms of CO<sub>2</sub> adsorption on clay, the average isosteric heat of adsorption is equal to 3.2904 kJ/mol. Variations in enthalpy as a function of the adsorbed amount are quite small for this material, suggesting that the heterogeneity of its surface is low, for the Triassic sandstone, the enthalpy of adsorption appears as an increasing function of the adsorbed amount or recovery rate and the isosteric heat of adsorption is equal to 6.5007 kJ/mol. For Jurassic evaporates, one can see that the enthalpy of adsorption decreases when the amount adsorbed increases. This can be explained by the fact that the adsorption of molecules on the first layer is on the first parts of the surface having the highest interaction energy. The adsorption of the molecules results in heat generation with an average isosteric adsorption heat equal to 5.6990 kJ/mol.</p><table-wrap id="table7" ><label><xref ref-type="table" rid="table7">Table 7</xref></label><caption><title> Parameters of Langmuir and Freundlich for the Liassic evaporate</title></caption><table><tbody><thead><tr><th align="center" valign="middle"  rowspan="2"  >Temperature (˚C)</th><th align="center" valign="middle"  colspan="3"  >Langmuir</th><th align="center" valign="middle"  colspan="3"  >Freundlich</th></tr></thead><tr><td align="center" valign="middle" >q<sub>m</sub> &#215; 10<sup>3</sup> (g/g)</td><td align="center" valign="middle" >K<sub>L</sub> &#215; 10<sup>3</sup></td><td align="center" valign="middle" >R<sup>2</sup></td><td align="center" valign="middle" >K &#215; 10<sup>5</sup></td><td align="center" valign="middle" >n</td><td align="center" valign="middle" >R<sup>2</sup></td></tr><tr><td align="center" valign="middle" >23</td><td align="center" valign="middle" >4.7847</td><td align="center" valign="middle" >5.8064</td><td align="center" valign="middle" >0.9994</td><td align="center" valign="middle" >3.3368</td><td align="center" valign="middle" >1.1566</td><td align="center" valign="middle" >0.9992</td></tr><tr><td align="center" valign="middle" >41</td><td align="center" valign="middle" >5.1282</td><td align="center" valign="middle" >4.4562</td><td align="center" valign="middle" >0.9997</td><td align="center" valign="middle" >2.7794</td><td align="center" valign="middle" >1.1464</td><td align="center" valign="middle" >0.9990</td></tr><tr><td align="center" valign="middle" >52</td><td align="center" valign="middle" >4.9751</td><td align="center" valign="middle" >4.3223</td><td align="center" valign="middle" >0.9996</td><td align="center" valign="middle" >2.6512</td><td align="center" valign="middle" >1.1525</td><td align="center" valign="middle" >0.9988</td></tr><tr><td align="center" valign="middle" >73</td><td align="center" valign="middle" >3.4130</td><td align="center" valign="middle" >6.2768</td><td align="center" valign="middle" >0.9992</td><td align="center" valign="middle" >2.5773</td><td align="center" valign="middle" >1.1663</td><td align="center" valign="middle" >0.9995</td></tr><tr><td align="center" valign="middle" >84</td><td align="center" valign="middle" >3.3003</td><td align="center" valign="middle" >7.1403</td><td align="center" valign="middle" >0.9993</td><td align="center" valign="middle" >3.1605</td><td align="center" valign="middle" >1.2214</td><td align="center" valign="middle" >0.9985</td></tr></tbody></table></table-wrap><table-wrap id="table8" ><label><xref ref-type="table" rid="table8">Table 8</xref></label><caption><title> Adsorption enthalpies for different adsorbents</title></caption><table><tbody><thead><tr><th align="center" valign="middle" >Adsorbents</th><th align="center" valign="middle" >−ΔH<sub>ads</sub> (kJ/mol)</th></tr></thead><tr><td align="center" valign="middle" >Clay</td><td align="center" valign="middle" >3.2904</td></tr><tr><td align="center" valign="middle" >Triassic sandstone</td><td align="center" valign="middle" >6.5007</td></tr><tr><td align="center" valign="middle" >Jurassic evaporates</td><td align="center" valign="middle" >5.6990</td></tr></tbody></table></table-wrap></sec><sec id="s3_5"><title>3.5. Comparative Study of Adsorbents</title><p>In this section, we aim to develop a comparative study between the adsorbents in order to choose the most efficient one for the adsorption of carbon dioxide CO<sub>2</sub>.</p><p>Based on the previous discussions, the CO<sub>2</sub> adsorption on different materials is exothermic. Indeed, the temperature plays an important role as it influences the adsorption capacity by affecting the amount of the adsorbed CO<sub>2</sub> molecules. It has been observed that the number of molecules in the column at the equilibrium decreases with temperature. Therefore, the best adsorption capacity of CO<sub>2</sub> is obtained at a low temperature, (i.e. for a temperature close to room one). The adsorbed amount of CO<sub>2</sub> on different adsorbents at low temperatures is illustrated in <xref ref-type="table" rid="table9">Table 9</xref>.</p><p>Increasing the capacity of adsorption of various adsorbents is in the following order: q<sub>clay</sub>(15) &gt; q<sub>Triassic</sub> <sub>sandstone</sub>(14) &gt; q<sub>Jurassic</sub> <sub>evaporates</sub>(7). Moreover, the largest adsorption capacity was found with clay due to its larger surface area (10.97 m<sup>2</sup>/g) followed by the Triassic sandstone (6.09 m<sup>2</sup>/g). The highest percentages of SiO<sub>2</sub> group in these two-adsorbents promote a good adsorption of CO<sub>2</sub>.</p><p>Hence, the choice of an adsorbent depends on several factors such as:</p><p>-Chemical composition of the adsorbent surface;</p><p>-The textural characteristics of the adsorbent (specific surface area, pore size distribution, connected microporous...);</p><p>-The operating conditions of adsorption.</p></sec></sec><sec id="s4"><title>4. Conclusions</title><p>This study was devoted to comparing the CO<sub>2</sub> adsorption by an adsorbent from El Borma field located in southern Tunisia and to selecting an efficient adsorbent suitable for storage. A thermodynamic study of CO<sub>2</sub> adsorption on different adsorbents (Clay, Triassic sandstone, Jurassic evaporates) was performed.</p><p>The analysis of the adsorption isotherms allowed us to conclude that the isotherms are of type I according to the classification of BDDT resulting in a monolayer adsorption. In addition, the isotherms show us the absence of flat curves, indicating that the adsorption sites are not saturated in the range of the considered amount of CO<sub>2</sub> adsorbed. The shape of the isotherms reflects a constant affinity of CO<sub>2</sub> adsorption on different materials.</p><p>Moreover, the two-models of Langmuir and Freundlich are appropriate for describing the phenomenon of CO<sub>2</sub> adsorption for these materials. The clay and Triassic sandstone have a higher adsorbent capacity of CO<sub>2</sub> compared to Jurassic evaporate. Furthermore, the adsorption of CO<sub>2</sub> on the selected material is exothermic. Indeed, the temperature affects the adsorption capacity. The number of molecules in the column at equilibrium</p><table-wrap id="table9" ><label><xref ref-type="table" rid="table9">Table 9</xref></label><caption><title> Amount of carbon dioxide adsorbed on different adsorbents</title></caption><table><tbody><thead><tr><th align="center" valign="middle" >Adsorbents</th><th align="center" valign="middle" >Temperature (˚C)</th><th align="center" valign="middle" >Q &#215; 10<sup>3</sup> (g/g)</th></tr></thead><tr><td align="center" valign="middle" >Clay</td><td align="center" valign="middle" >29</td><td align="center" valign="middle" >15</td></tr><tr><td align="center" valign="middle" >Triassic sandstone</td><td align="center" valign="middle" >27</td><td align="center" valign="middle" >14</td></tr><tr><td align="center" valign="middle" >Jurassic evaporates</td><td align="center" valign="middle" >23</td><td align="center" valign="middle" >7</td></tr></tbody></table></table-wrap><p>decreases with the increase of temperature. Therefore, the best adsorption capacity of carbon dioxide is obtained at low temperature.</p></sec><sec id="s5"><title>Nomenclature</title><p>D―Flow rate [m<sup>3</sup>/h];</p><p><inline-formula><inline-graphic xlink:href="http://html.scirp.org/file/6-1180266x25.png" xlink:type="simple"/></inline-formula>―CO<sub>2</sub> injection pressure (bar);</p><p>V<sub>inj</sub>―injection velocity [m/s];</p><p>T<sub>inj</sub>―Injection temperature (˚C);</p><p>T―Ambient Temperature (˚C);</p><p>q―Adsorbed amount (g/g);</p><p>q<sub>m</sub>―Maximum adsorbed amount (g/g);</p><p><inline-formula><inline-graphic xlink:href="http://html.scirp.org/file/6-1180266x26.png" xlink:type="simple"/></inline-formula>―Injection pressure of CO<sub>2 </sub>(bar);</p><p>K<sub>L</sub>―Constant for a given adsorbate at a particular temperature;</p><p>n―Constant for a given adsorbent at a particular temperature;</p><p>R<sup>2</sup>―Correlation Coefficient;</p><p>R―Ideal gaz constant (J.K<sup>−1</sup>∙mol<sup>−1</sup>);</p><p>ΔH<sub>ads</sub>―Isosteric enthalpy of adsorption (KJ/mol);</p><p>BDDT―Brunauer, Demming &amp; Teller Classification;</p><p>BET―Brunauer-Emmett-Teller, Measurement technique of the specific surface area of a material.</p></sec></body><back><ref-list><title>References</title><ref id="scirp.52970-ref1"><label>1</label><mixed-citation publication-type="other" xlink:type="simple">Houghton, J.T., Meira, L.G., Callender, B.A., Harris, N., Kattenberg, A. and Maskell, K. (1996) Climate Change the Science of Climate Change. IPCC (Intergovernmental Panel on Climate Change), Cambridge University Press, Cambridge.</mixed-citation></ref><ref id="scirp.52970-ref2"><label>2</label><mixed-citation publication-type="other" xlink:type="simple">Ledley, T.S., Sundquist, E.T., Schwartz, S.E., Hall, D.K., Fellows, J.D. and Killeen, T.L. (1999) Climate Change and Greenhouse Gases. EOS, Transactions on American Geophysics Union, 80, 453-458. http://dx.doi.org/10.1029/99EO00325</mixed-citation></ref><ref id="scirp.52970-ref3"><label>3</label><mixed-citation publication-type="other" xlink:type="simple">Roesch, A., Reddy, E.P. and Smirniotis, P.G. (2005) Parametric Study of Cs/CaO Sorbents with Respect to Simulated Flue Gas at High Temperatures. Industrial &amp; Engineering Chemistry Research, 44, 6485-6490. http://dx.doi.org/10.1021/ie040274l</mixed-citation></ref><ref id="scirp.52970-ref4"><label>4</label><mixed-citation publication-type="other" xlink:type="simple">Mosqueda, H.A., Vaquez, C., Bosch, P. and Pfeiffer, H. (2006) Chemical Sorption of Carbon Dioxide (CO&lt;SUB&gt;2&lt;/SUB&gt;) on Lithium Oxide (Li&lt;SUB&gt;2&lt;/SUB&gt;O). Chemistry of Materials, 18, 2307-2310.http://dx.doi.org/10.1021/cm060122b</mixed-citation></ref><ref id="scirp.52970-ref5"><label>5</label><mixed-citation publication-type="other" xlink:type="simple">Wang, Y. and Levan, M.D. (2009) Adsorption Equilibrium of Carbon Dioxide and Water Vapor on Zeolites 5A and 13X and Silica Gel: Pure Components. Journal of Chemical &amp; Engineering Data, 54, 2839-2844. http://dx.doi.org/10.1021/je800900a</mixed-citation></ref><ref id="scirp.52970-ref6"><label>6</label><mixed-citation publication-type="other" xlink:type="simple">Farajzadeh, R., Farshbaf Zinati, F., Zitha, P.L.J. and Bruining, J. (2008) Density-driven Natural Convection in Dual Layered and Aniso Tropic Porous Media with Application for CO&lt;SUB&gt;2&lt;/SUB&gt; Injection Projects. 11th European Conference on the Mathematics of Oil Recovery (ECMOR X1), Bergen, 8-11 September 2008. http://dx.doi.org/10.3997/2214-4609.20146391</mixed-citation></ref><ref id="scirp.52970-ref7"><label>7</label><mixed-citation publication-type="other" xlink:type="simple">Su, F.S., Lu, C.S., Kuo, S.-C. and Zeng, W.T. (2010) Adsorption of CO&lt;SUB&gt;2&lt;/SUB&gt; on Amine-Functionalized Y-Type Zeolites. Energy &amp; Fuels, 24, 1441-1448. http://dx.doi.org/10.1021/ef901077k</mixed-citation></ref><ref id="scirp.52970-ref8"><label>8</label><mixed-citation publication-type="other" xlink:type="simple">Brunauer, S. (1944) The Adsorption of Gases and Vapors. Oxford University Press, Oxford.</mixed-citation></ref><ref id="scirp.52970-ref9"><label>9</label><mixed-citation publication-type="other" xlink:type="simple">Gregg, S. and Sing, K. (1982) Adsorption, Surface Area and Porosity. Academic Press, London.</mixed-citation></ref><ref id="scirp.52970-ref10"><label>10</label><mixed-citation publication-type="other" xlink:type="simple">Joao, P., Bestilleiro, M., Pinto, M. and Gil, A. (2008) Selective Adsorption of Carbon Dioxide, Methane and Ethane by Porous Clays Hetero Structures. Separation and Purification Technology, 61, 161-167.</mixed-citation></ref><ref id="scirp.52970-ref11"><label>11</label><mixed-citation publication-type="other" xlink:type="simple">Hengpeng, Y., Fanzhong, C., Yanqing, S., Guoying, S. and Jiamo, F. (2006) Adsorption of Phosphate from Aqueous Solution onto Modified Palygorskites. Separation and Purification Technology, 50, 283-290. http://dx.doi.org/10.1016/j.seppur.2005.12.004</mixed-citation></ref><ref id="scirp.52970-ref12"><label>12</label><mixed-citation publication-type="other" xlink:type="simple">Kau, P.M.H., Smith, D.W. and Bining, P. (1997) Fluoride Retention by Kaolin Clay. Journal of Contaminant Hydrology, 28, 267-288. http://dx.doi.org/10.1016/S0169-7722(96)00081-2</mixed-citation></ref><ref id="scirp.52970-ref13"><label>13</label><mixed-citation publication-type="other" xlink:type="simple">Echeverría, J.C., Morera, M.T., Mazkiarán, C. and Garrido, J. (1998) Competitive Sorption of Heavy Metal by Soils. Isotherms and Fractional Factorial Experiments. Environmental Pollution, 101, 275-284. http://dx.doi.org/10.1016/S0269-7491(98)00038-4</mixed-citation></ref><ref id="scirp.52970-ref14"><label>14</label><mixed-citation publication-type="other" xlink:type="simple">Viraraghavan, T. and Kapoor, A. (1994) Adsorption of Mercury from Wastewater by Bentonite. Applied Clay Science, 9, 31-49. http://dx.doi.org/10.1016/0169-1317(94)90013-2</mixed-citation></ref><ref id="scirp.52970-ref15"><label>15</label><mixed-citation publication-type="other" xlink:type="simple">Roehl, K.E. and Czurda, K. (1998) Diffusion and Solid Speciation of Cd and Pb in Clay Liners. Applied Clay Science, 12, 387-402. http://dx.doi.org/10.1016/S0169-1317(97)00022-7</mixed-citation></ref><ref id="scirp.52970-ref16"><label>16</label><mixed-citation publication-type="other" xlink:type="simple">Sun, L.M. and Meunier, F. (2003) Adsorption. Aspects théoriques. Techniques de L’ingénieur, 2, 1-20.</mixed-citation></ref><ref id="scirp.52970-ref17"><label>17</label><mixed-citation publication-type="other" xlink:type="simple">De Boer, J.H. (1968) Dynamical Character of Adsorption. Oxford at the Clarendon Press, Oxford.</mixed-citation></ref><ref id="scirp.52970-ref18"><label>18</label><mixed-citation publication-type="other" xlink:type="simple">Julcour-Lebigue, C., Krou, N.J., Andriantsiferana, C., Wilhelm, A.M. and Delmas, H. (2012) Assessment and Modeling of a Sequential Process for Water Treatment—Adsorption and Batch CWAO Regene Ration of Activated Carbon. Industrial &amp; Engineering Chemistry Research, 51, 8867-8874. http://dx.doi.org/10.1021/ie2020312</mixed-citation></ref><ref id="scirp.52970-ref19"><label>19</label><mixed-citation publication-type="other" xlink:type="simple">Zou, Y., Mata, V. and Rodrigues, A.E. (2000) Adsorption of Carbon Dioxide on Basic Alumina at High Temperatures. Chemical Engineering Journal, 45, 1093-1095.</mixed-citation></ref><ref id="scirp.52970-ref20"><label>20</label><mixed-citation publication-type="other" xlink:type="simple">Austgen, D.M., Rochelle, G.T., Peng, X. and Chen, C.C. (1989) Model of Vapor-Liquid Equilibria for Aqueous Acid Gas-Alkanolamine Systems Using the Electrolyte-NRTL Equation. Industrial &amp; Engineering Chemistry Research, 28, 1060-1073. http://dx.doi.org/10.1021/ie00091a028</mixed-citation></ref><ref id="scirp.52970-ref21"><label>21</label><mixed-citation publication-type="other" xlink:type="simple">Sang-Sup, L., Jeong-Seok, Y., Gil-Ho, M., et al. (2004) CO&lt;SUB&gt;2&lt;/SUB&gt; Adsorption with Attrition of Dry Sorbents in a Fuidized Bed. Preprints of Papers—American Chemical Society, Division of Fuel Chemistry, 49, 609-735.</mixed-citation></ref><ref id="scirp.52970-ref22"><label>22</label><mixed-citation publication-type="other" xlink:type="simple">Mathonat, C., Majer, V., Mather, A.E. and Grolier, J.P.E. (1997) Enthalpies of Absorption and Solubility of CO&lt;SUB&gt;2&lt;/SUB&gt; in Aqueous Solutions of Methyldiethanolamine. Fluid Phase Equilibria, 140, 171-182. http://dx.doi.org/10.1016/S0378-3812(97)00182-9</mixed-citation></ref></ref-list></back></article>