<?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">GEP</journal-id><journal-title-group><journal-title>Journal of Geoscience and Environment Protection</journal-title></journal-title-group><issn pub-type="epub">2327-4336</issn><publisher><publisher-name>Scientific Research Publishing</publisher-name></publisher></journal-meta><article-meta><article-id pub-id-type="doi">10.4236/gep.2016.41014</article-id><article-id pub-id-type="publisher-id">GEP-62935</article-id><article-categories><subj-group subj-group-type="heading"><subject>Articles</subject></subj-group><subj-group subj-group-type="Discipline-v2"><subject>Earth&amp;Environmental Sciences</subject></subj-group></article-categories><title-group><article-title>
 
 
  Assessment of Calcimetric and Titrimetric Methods for Calcium Carbonate Estimation of Five Soil Types in Central Sudan
 
</article-title></title-group><contrib-group><contrib contrib-type="author" xlink:type="simple"><name name-style="western"><surname>amal</surname><given-names>T. Elfaki</given-names></name><xref ref-type="aff" rid="aff1"><sup>1</sup></xref></contrib><contrib contrib-type="author" xlink:type="simple"><name name-style="western"><surname>Mohamed</surname><given-names>O. Gafei</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>Magboul</surname><given-names>M. Sulieman</given-names></name><xref ref-type="aff" rid="aff3"><sup>3</sup></xref><xref ref-type="corresp" rid="cor1"><sup>*</sup></xref></contrib><contrib contrib-type="author" xlink:type="simple"><name name-style="western"><surname>Mushtaha</surname><given-names>E. Ali</given-names></name><xref ref-type="aff" rid="aff4"><sup>4</sup></xref></contrib></contrib-group><aff id="aff1"><addr-line>Department of Seeds Technology, Nile Valley University, Atbara, Sudan</addr-line></aff><aff id="aff3"><addr-line>Department of Soil and Environment Sciences, University of Khartoum, Khartoum, Sudan</addr-line></aff><aff id="aff4"><addr-line>General Administration of Natural Resource and Sustainable Development, Khartoum, Sudan</addr-line></aff><aff id="aff2"><addr-line>Soil and Water science Department, College of Agricultural Studies, Sudan University of Science and Technology, Khartoum, Sudan</addr-line></aff><author-notes><corresp id="cor1">* E-mail:<email>magboul@uofk.edu(MMS)</email>;</corresp></author-notes><pub-date pub-type="epub"><day>25</day><month>12</month><year>2015</year></pub-date><volume>04</volume><issue>01</issue><fpage>120</fpage><lpage>127</lpage><history><date date-type="received"><day>27</day>	<month>December</month>	<year>2015</year></date><date date-type="rev-recd"><day>accepted</day>	<month>19</month>	<year>January</year>	</date><date date-type="accepted"><day>22</day>	<month>January</month>	<year>2016</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>
 
 
  Despite the CaCO
  <sub>3</sub> estimation using titration method was not reliable, but up to the present time, some soil laboratories in Sudan still used this method. The objective of this study was to compare and assess the results of calcimetric and titrimetric methods of quantitative estimation for soil calcium carbonate of different soils in Sudan. 26 soil samples from five soil profiles were collected from different climatological and ecological regions in central Sudan. CaCO
  <sub>3</sub> equivalent was estimated using calcimeter and titration methods in order to find accurate, rapid and suitable method for soils of Sudan. The results revealed that there are no significant differences between calcimeter and titration methods for calcium carbonate estimation in all studied samples except in samples from Gedaref area. We concluded that when the Calcimeter method used for CaCO
  <sub>3</sub> estimation, the differences between one person and another in detecting titration end point would be avoided, rapid and accurate results would be obtained compared to titration method. Additionally, time would be saved; fewer amounts of chemicals would be used. From this study, we highly recommend using calcimeter method for CaCO
  <sub>3</sub> estimation for soils of Sudan.
 
</p></abstract><kwd-group><kwd>Ecological Regions</kwd><kwd> Central Sudan</kwd><kwd> Calcimeter</kwd><kwd> Titration Method</kwd></kwd-group></article-meta></front><body><sec id="s1"><title>1. Introduction</title><p>The major soils in Sudan can be divided geographically into three categories: the sandy soils of the northern and west central regions, the clay soils of the central and eastern regions, and the laterite soils of the southern regions [<xref ref-type="bibr" rid="scirp.62935-ref1">1</xref>] (Elfaki et al., 2015).</p><p>Carbonate is a natural constituent of many soils in the world; most carbonate minerals found in soils of arid regions of Sudan are calcite (CaCO<sub>3</sub>) and dolomite (Ca Mg, CO<sub>3</sub>) minerals and exist mainly in the soils of the northern Sudan [<xref ref-type="bibr" rid="scirp.62935-ref2">2</xref>] (Ibrahim, 2008).</p><p>Most agricultural and environmental planning requires soil analysis, or at least should require analysis for better implementation for any change. Furthermore, better practical analysis methods can rapidly estimate soil properties needed to improve quantitative assessments of land management problems [<xref ref-type="bibr" rid="scirp.62935-ref3">3</xref>] (Shepherd and Walsh, 2002).</p><p>Calcium and magnesium carbonate occur naturally in some soils and sediments notably on calcareous soils and sediments notably on calcareous lithologies, and where the shell fragments are present, their presence may also be the result of human activity. Naturally, occurring carbonate such as limestone, dolomite and shell will also contribute to the total carbonate of the soil and their potential presence should be considered when interpreting the data. Carbonates may also be precipitated from the ground water in hard water areas [<xref ref-type="bibr" rid="scirp.62935-ref4">4</xref>] (El Mahi et al., 1987).</p><p>Calcium carbonate concentration is determined by dissolution of carbonate is on excess of 1N HCl, followed by back titration of the remaining acid using 1N NaOH. This method is used for carbonate analysis in the soil and composed of two-phase analysis.</p><p>1) The soil is mixed with a known amount of hydrochloric acid (HCl) using the dissolution of calcium carbonate CaCO<sub>3</sub> and creating calcium chloride (CaCl<sub>2</sub>), water and carbon dioxide.</p><disp-formula id="scirp.62935-formula116"><graphic  xlink:href="http://html.scirp.org/file/14-2170136x7.png"  xlink:type="simple"/></disp-formula><p>2) The amount of acid left is measured by titrating it with sodium hydroxide (NaOH) to produce sodium chloride (NaCl) and water, adding phenolphthalein indicator to the solution causes it to turn pink when all the acid have reacted [<xref ref-type="bibr" rid="scirp.62935-ref5">5</xref>] (Rowell, 1994).</p><disp-formula id="scirp.62935-formula117"><graphic  xlink:href="http://html.scirp.org/file/14-2170136x8.png"  xlink:type="simple"/></disp-formula><p>[<xref ref-type="bibr" rid="scirp.62935-ref6">6</xref>] Loeppert and Suarez (1996) reported that;a pressure calcimeter method was used to determine the carbonate content to form CO<sub>2</sub> at constant temperature. The increase in pressure is linearly related to the quantity of carbonate present in the sample. While Crowther (2006) mentioned that calcimeter method should be used when the concentration of carbonate is expected to be low. In addition, [<xref ref-type="bibr" rid="scirp.62935-ref7">7</xref>] Hodgson (1974) considered calcimeter semi-quantitative estimate of carbonate content in soil by observing the reaction when 10% HCl added to the soil.</p><p>Calcimeter instrument is used to estimate carbon dioxide (CO<sub>2</sub>) volume obtained from the reaction between soil carbonate with hydrochloric acid (HCl) at room temperature and atmospheric pressure. The volume of gas should be corrected to standard temperature and pressure, and these amounts of carbonate can be calculated according to the statement; one mole of gas occupies 22.41 liter at standard temperature and pressure [<xref ref-type="bibr" rid="scirp.62935-ref8">8</xref>] (Bal&#225;zs et al., 2005).</p><p>Despite, the CaCO<sub>3</sub> estimation using titration method is not reliable as mentioned by many researchers, but up to the present time, some soil laboratories in Sudan still use this method. Therefore, the aim of this study is to compare and assess the results of CaCO<sub>3</sub> obtained by using calcimeter and titration methods in order to identify the most accuracy method as well as most suitable to be used for soils of Sudan.</p></sec><sec id="s2"><title>2. Materials and Methods</title><sec id="s2_1"><title>2.1. Soil Sampling and Characterization</title><p>26 soil samples from five soil profiles were collected from different climatological and ecological regions in central Sudan, which included; Gedaref area, Khartoum area, Wad Madani area and Khartoum North area (recent Nile terrace). Each soil profile was studied in the field, and described following the format of the [<xref ref-type="bibr" rid="scirp.62935-ref9">9</xref>] FAO (2006), guidelines of soil profile description and sampled according to diagnostic or genetic horizons and classified following the American system for soil classification [<xref ref-type="bibr" rid="scirp.62935-ref10">10</xref>] (Soil survey staff, 2014a).</p><p>Each sample was placed in a cloth bag, labeled with; collected data, area, soil profile number, sample depth, then, subjected to physical and chemical analyses at the soil laboratories in Khartoum University. Soil pH was determined on the saturated paste using digital pH meter model (3510, Jenway) according to [<xref ref-type="bibr" rid="scirp.62935-ref11">11</xref>] (Blakemore et al., 1987), and the electrical conductivity of the saturation extraction was used as a measure of soil salinity according to [<xref ref-type="bibr" rid="scirp.62935-ref12">12</xref>] (Rhoades, 1990). The organic matter (OM) was determined used Walkley-Black method [<xref ref-type="bibr" rid="scirp.62935-ref13">13</xref>] (Chapman and Pratt, 1961).</p><p>Soil texture was determined using particle size analyzer model (Mastersizer 2000, Malvern) and textural classes were obtained using USDA textural Triangle according [<xref ref-type="bibr" rid="scirp.62935-ref14">14</xref>] (Soil Survey Staff, 2014b). Soil phosphorus was analyzed using spectrophotometer model (Lambda EZ 150, PerkinElmer, USA) according to [<xref ref-type="bibr" rid="scirp.62935-ref15">15</xref>] (Olsen and Sommers, 1982).</p></sec><sec id="s2_2"><title>2.2. Calcimeter Method for %CaCO<sub>3</sub> Estimation</title><p>Percent calcium carbonate (%CaCO<sub>3</sub>) was estimated by Calcimeter: 2 g of soil sample was treated by 0.1 N HCL; the volume of CO<sub>2</sub> from pure calcium carbonate and samples were recorded. Then, the percent calcium carbonate was calculated according to [<xref ref-type="bibr" rid="scirp.62935-ref8">8</xref>] (Bal&#225;zs et al., 2005).</p></sec><sec id="s2_3"><title>2.3. Titration Method for %CaCO<sub>3</sub> Estimation</title><p>5 g of fine crushed soil sample was placed into conical flask, 10 ml of 1 N HCl and 50 ml distilled water were added, heated until boiling for 2 mins. Then, left until cool and 3 drops of phenolphthalein indicator was added and titrated against 1 N NaOH. Then, the percent calcium carbonate was calculated according to [<xref ref-type="bibr" rid="scirp.62935-ref8">8</xref>] (Bal&#225;zs et al., 2005).</p></sec><sec id="s2_4"><title>2.4. Statistical Analysis</title><p>Statistical differences between samples were determined using statistical analysis according to [<xref ref-type="bibr" rid="scirp.62935-ref16">16</xref>] (Snedecor, 1965), using T-test with multiple samples where differences were calculated from various measurements. The means of these differences were obtained (<inline-formula><inline-graphic xlink:href="http://html.scirp.org/file/14-2170136x9.png" xlink:type="simple"/></inline-formula>), the deviation from each measurement was used to obtain the standard deviation (s<sub>d</sub>). Then the T value was calculated from the equation below:</p><disp-formula id="scirp.62935-formula118"><graphic  xlink:href="http://html.scirp.org/file/14-2170136x10.png"  xlink:type="simple"/></disp-formula><p>where:</p><p>T ≡ Calculated T value</p><p><inline-formula><inline-graphic xlink:href="http://html.scirp.org/file/14-2170136x11.png" xlink:type="simple"/></inline-formula>≡ Means of differences.</p><p>s<sub>d</sub> ≡ Standard deviation.</p><p>N ≡ Number of samples</p></sec></sec><sec id="s3"><title>3. Results and Discussion</title><sec id="s3_1"><title>3.1. Morphological Properties</title><p>The description of the study sites and selected morphological properties of representative soil profiles are presented in <xref ref-type="table" rid="table1">Table 1</xref> and <xref ref-type="table" rid="table2">Table 2</xref>, respectively. The parent material of Profiles I and II was alluvium/colluvium and old alluvium of the Bule Nile, respectively. While the parent material of profiles III, V, and VI were alluvium. Soil texture of all profiles belong to five textural classes; loam, sandy clay loam, clay loam silty clay and clay. All profiles showed angular/sub-angular blocky structure in the surface horizon and the lower horizons were massive. The quantity of roots in the soil profiles decreased with depth and the boundary between horizons was generally diffused and smooth.</p></sec><sec id="s3_2"><title>3.2. Physical and Chemical Properties</title><p>Some of the physical and chemical properties of the representative profiles were presented in <xref ref-type="table" rid="table3">Table 3</xref>. Gadarif area soil was non-saline, non-sodic and calcareous, while Soba area soil at Khartoum state was saline-sodic and calcareous. The soil of Agricultural Research Corporation Farm, Gezira State is non-saline at the depth of 0 - 84</p><table-wrap id="table1" ><label><xref ref-type="table" rid="table1">Table 1</xref></label><caption><title> Selected site properties of the studied profiles</title></caption><table><tbody><thead><tr><th align="center" valign="middle"  rowspan="2"  >Profile No.</th><th align="center" valign="middle"  rowspan="2"  >Location</th><th align="center" valign="middle"  colspan="2"  >Coordinates</th><th align="center" valign="middle"  rowspan="2"  >Parent Material</th><th align="center" valign="middle"  rowspan="2"  >Slope (%)</th><th align="center" valign="middle"  rowspan="2"  >Land Use</th></tr></thead><tr><td align="center" valign="middle" >Latitude</td><td align="center" valign="middle" >Longitude</td></tr><tr><td align="center" valign="middle" >P1</td><td align="center" valign="middle" >Gedaref</td><td align="center" valign="middle" >14˚01&quot;</td><td align="center" valign="middle" >35˚23&quot;</td><td align="center" valign="middle" >Alluvium/Colluvium</td><td align="center" valign="middle" >Flat</td><td align="center" valign="middle" >Agric.</td></tr><tr><td align="center" valign="middle" >P2</td><td align="center" valign="middle" >Soba</td><td align="center" valign="middle" >15˚30&quot;</td><td align="center" valign="middle" >32˚37&quot;</td><td align="center" valign="middle" >Old alluvium of the Blue Nile</td><td align="center" valign="middle" >Flat</td><td align="center" valign="middle" >Forest</td></tr><tr><td align="center" valign="middle" >P3</td><td align="center" valign="middle" >Wad Madani</td><td align="center" valign="middle" >14˚23&quot;</td><td align="center" valign="middle" >33˚29&quot;</td><td align="center" valign="middle" >Alluvium</td><td align="center" valign="middle" >Flat</td><td align="center" valign="middle" >Agric.</td></tr><tr><td align="center" valign="middle" >P4</td><td align="center" valign="middle" >Recent Nile terrace</td><td align="center" valign="middle" >15˚39&quot;</td><td align="center" valign="middle" >32˚31&quot;</td><td align="center" valign="middle" >Alluvium</td><td align="center" valign="middle" >Flat</td><td align="center" valign="middle" >Agric</td></tr><tr><td align="center" valign="middle" >P5</td><td align="center" valign="middle" >College Farm</td><td align="center" valign="middle" >15˚39&quot;</td><td align="center" valign="middle" >32˚31&quot;</td><td align="center" valign="middle" >Alluvium</td><td align="center" valign="middle" >Flat</td><td align="center" valign="middle" >Agric.</td></tr></tbody></table></table-wrap><table-wrap id="table2" ><label><xref ref-type="table" rid="table2">Table 2</xref></label><caption><title> Selected morphological properties of the representative profiles</title></caption><table><tbody><thead><tr><th align="center" valign="middle" >Profile No.</th><th align="center" valign="middle" >Depth (cm)</th><th align="center" valign="middle" >Color (moist)</th><th align="center" valign="middle" >Texture<sup>a</sup> (field)</th><th align="center" valign="middle" >Structure<sup>b</sup></th><th align="center" valign="middle" >Roots<sup>c</sup></th><th align="center" valign="middle" >Boundary<sup>d</sup></th><th align="center" valign="middle" >Diagnostic characteristics</th></tr></thead><tr><td align="center" valign="middle"  rowspan="5"  >P1</td><td align="center" valign="middle" >0 - 18</td><td align="center" valign="middle" >2.5Y 3/2</td><td align="center" valign="middle" >C</td><td align="center" valign="middle" >2fabk</td><td align="center" valign="middle" >1f</td><td align="center" valign="middle" >cw</td><td align="center" valign="middle" >Cracks up to 4 cm</td></tr><tr><td align="center" valign="middle" >18 - 48</td><td align="center" valign="middle" >2.5Y 3/2</td><td align="center" valign="middle" >C</td><td align="center" valign="middle" >1fabk</td><td align="center" valign="middle" >1f</td><td align="center" valign="middle" >cw</td><td align="center" valign="middle" >Cracks at the base of the horizon</td></tr><tr><td align="center" valign="middle" >48 - 80</td><td align="center" valign="middle" >2.5Y 3/2</td><td align="center" valign="middle" >C</td><td align="center" valign="middle" >1fsbk</td><td align="center" valign="middle" >1f</td><td align="center" valign="middle" >cw</td><td align="center" valign="middle" >Cracks up to 3 cm</td></tr><tr><td align="center" valign="middle" >80 - 105</td><td align="center" valign="middle" >10YR 6/3</td><td align="center" valign="middle" >C</td><td align="center" valign="middle" >ma</td><td align="center" valign="middle" >1f</td><td align="center" valign="middle" >cw</td><td align="center" valign="middle" >Slickensides not clearly visible</td></tr><tr><td align="center" valign="middle" >105 - 150</td><td align="center" valign="middle" >10YR 6/3</td><td align="center" valign="middle" >C</td><td align="center" valign="middle" >2csbk</td><td align="center" valign="middle" >1f</td><td align="center" valign="middle" >cw</td><td align="center" valign="middle" >-</td></tr><tr><td align="center" valign="middle"  rowspan="5"  >P2</td><td align="center" valign="middle" >0 - 30</td><td align="center" valign="middle" >7.5YR 4/4</td><td align="center" valign="middle" >L</td><td align="center" valign="middle" >ma</td><td align="center" valign="middle" >2f</td><td align="center" valign="middle" >cs</td><td align="center" valign="middle" >-</td></tr><tr><td align="center" valign="middle" >30 - 45</td><td align="center" valign="middle" >10YR 4/4</td><td align="center" valign="middle" >Cl</td><td align="center" valign="middle" >1msbk</td><td align="center" valign="middle" >2f</td><td align="center" valign="middle" >is</td><td align="center" valign="middle" >-</td></tr><tr><td align="center" valign="middle" >45 - 107</td><td align="center" valign="middle" >10YR 4/3</td><td align="center" valign="middle" >C</td><td align="center" valign="middle" >2abk</td><td align="center" valign="middle" >2f</td><td align="center" valign="middle" >ds</td><td align="center" valign="middle" >-</td></tr><tr><td align="center" valign="middle" >107 - 150</td><td align="center" valign="middle" >10YR 5/6</td><td align="center" valign="middle" >C</td><td align="center" valign="middle" >2sbk</td><td align="center" valign="middle" >-</td><td align="center" valign="middle" >ds</td><td align="center" valign="middle" >Slightly cemented</td></tr><tr><td align="center" valign="middle" >0 - 27</td><td align="center" valign="middle" >2.5YR 3/2</td><td align="center" valign="middle" >Cl</td><td align="center" valign="middle" >2fabk</td><td align="center" valign="middle" >1f</td><td align="center" valign="middle" >cw</td><td align="center" valign="middle" >Cracks up to 4 cm</td></tr><tr><td align="center" valign="middle"  rowspan="4"  >P3</td><td align="center" valign="middle" >27 - 56</td><td align="center" valign="middle" >2.5YR 3/2</td><td align="center" valign="middle" >C</td><td align="center" valign="middle" >1fabk</td><td align="center" valign="middle" >2f</td><td align="center" valign="middle" >cw</td><td align="center" valign="middle" >Cracks at the base of horizon</td></tr><tr><td align="center" valign="middle" >56 - 84</td><td align="center" valign="middle" >2.5YR 3/2</td><td align="center" valign="middle" >C</td><td align="center" valign="middle" >1cabk</td><td align="center" valign="middle" >1f</td><td align="center" valign="middle" >iw</td><td align="center" valign="middle" >Cracks up to 2 cm</td></tr><tr><td align="center" valign="middle" >84 - 130</td><td align="center" valign="middle" >10YR 6/3</td><td align="center" valign="middle" >C</td><td align="center" valign="middle" >ma</td><td align="center" valign="middle" >1f</td><td align="center" valign="middle" >cw</td><td align="center" valign="middle" >-</td></tr><tr><td align="center" valign="middle" >130 - 150</td><td align="center" valign="middle" >10YR 6/3</td><td align="center" valign="middle" >C</td><td align="center" valign="middle" >2csbk</td><td align="center" valign="middle" >2f</td><td align="center" valign="middle" >cw</td><td align="center" valign="middle" >-</td></tr><tr><td align="center" valign="middle"  rowspan="6"  >P4</td><td align="center" valign="middle" >0 - 12</td><td align="center" valign="middle" >10YR 3/3</td><td align="center" valign="middle" >C</td><td align="center" valign="middle" >3fg</td><td align="center" valign="middle" >4f</td><td align="center" valign="middle" >cs</td><td align="center" valign="middle" >-</td></tr><tr><td align="center" valign="middle" >12 - 48</td><td align="center" valign="middle" >10YR 3/3</td><td align="center" valign="middle" >Scl</td><td align="center" valign="middle" >1csbk</td><td align="center" valign="middle" >4vf</td><td align="center" valign="middle" >cw</td><td align="center" valign="middle" >-</td></tr><tr><td align="center" valign="middle" >48 - 68</td><td align="center" valign="middle" >10YR 3/2</td><td align="center" valign="middle" >Scl</td><td align="center" valign="middle" >2abk</td><td align="center" valign="middle" >3vf</td><td align="center" valign="middle" >cw</td><td align="center" valign="middle" >Common krotovina</td></tr><tr><td align="center" valign="middle" >68 - 86</td><td align="center" valign="middle" >10YR 3/3</td><td align="center" valign="middle" >Scl</td><td align="center" valign="middle" >ma</td><td align="center" valign="middle" >3vf</td><td align="center" valign="middle" >aw</td><td align="center" valign="middle" >-</td></tr><tr><td align="center" valign="middle" >86 - 111</td><td align="center" valign="middle" >10YR 3/2</td><td align="center" valign="middle" >Scl</td><td align="center" valign="middle" >ma</td><td align="center" valign="middle" >3vf</td><td align="center" valign="middle" >cw</td><td align="center" valign="middle" >-</td></tr><tr><td align="center" valign="middle" >111 - 150</td><td align="center" valign="middle" >10YR 3/3</td><td align="center" valign="middle" >Scl</td><td align="center" valign="middle" >ma</td><td align="center" valign="middle" >3vf</td><td align="center" valign="middle" >cw</td><td align="center" valign="middle" >-</td></tr><tr><td align="center" valign="middle"  rowspan="6"  >P5</td><td align="center" valign="middle" >0 - 12</td><td align="center" valign="middle" >10YR 3/3</td><td align="center" valign="middle" >C</td><td align="center" valign="middle" >2sbk</td><td align="center" valign="middle" >3f</td><td align="center" valign="middle" >cs</td><td align="center" valign="middle" >Few cracks</td></tr><tr><td align="center" valign="middle" >12 - 36</td><td align="center" valign="middle" >10YR 4/3</td><td align="center" valign="middle" >Sic</td><td align="center" valign="middle" >1msbk</td><td align="center" valign="middle" >1vf</td><td align="center" valign="middle" >cs</td><td align="center" valign="middle" >Few soft CaCO<sub>3</sub> aggregates</td></tr><tr><td align="center" valign="middle" >36 - 57</td><td align="center" valign="middle" >10YR 3/3</td><td align="center" valign="middle" >C</td><td align="center" valign="middle" >1mabk</td><td align="center" valign="middle" >1vf</td><td align="center" valign="middle" >cs</td><td align="center" valign="middle" >Soft lime aggregates, common termites</td></tr><tr><td align="center" valign="middle" >57 - 83</td><td align="center" valign="middle" >10YR 3/2</td><td align="center" valign="middle" >C</td><td align="center" valign="middle" >1abk</td><td align="center" valign="middle" >1f</td><td align="center" valign="middle" >cs</td><td align="center" valign="middle" >Soft CaCO<sub>3</sub>, common krotovina</td></tr><tr><td align="center" valign="middle" >83 - 111</td><td align="center" valign="middle" >10YR 3/2</td><td align="center" valign="middle" >C</td><td align="center" valign="middle" >ma</td><td align="center" valign="middle" >-</td><td align="center" valign="middle" >ws</td><td align="center" valign="middle" >Hard CaCO<sub>3</sub> concretion and CaSO<sub>4</sub></td></tr><tr><td align="center" valign="middle" >111 - 150</td><td align="center" valign="middle" >10YR 3/2</td><td align="center" valign="middle" >C</td><td align="center" valign="middle" >ma</td><td align="center" valign="middle" >-</td><td align="center" valign="middle" >ws</td><td align="center" valign="middle" >Hard CaCO<sub>3</sub>s concretion and CaSO<sub>4</sub></td></tr></tbody></table></table-wrap><p>Texture<sup>a</sup>; C: clay; Scl: sandy clay loam; Sic: silty clay; Cl: clay loamy; L: loam. Structure<sup>b</sup>; 1: weak; 2: moderate; 3: strong; f: fine; m: medium; c: coarse; sbk: subangular blocky; abk, angular blocky; ma: massive. Roots<sup>c</sup>; 1: very few; 2: few; 3; moderate; 4: common; f: fine; m: medium; c: coarse. Boundary<sup>d</sup>; a: abrupt; c: clear; d: diffuse; i: irregular; s: smooth; w: wavy.</p><table-wrap id="table3" ><label><xref ref-type="table" rid="table3">Table 3</xref></label><caption><title> Some physical and chemical properties of the representative profiles</title></caption><table><tbody><thead><tr><th align="center" valign="middle" >Profile No.</th><th align="center" valign="middle" >Depth cm</th><th align="center" valign="middle" >Clay %</th><th align="center" valign="middle" >Silt %</th><th align="center" valign="middle" >Sand %</th><th align="center" valign="middle" >Texture Class</th><th align="center" valign="middle" >pH Paste</th><th align="center" valign="middle" >E C dSm<sup>−1</sup></th><th align="center" valign="middle" >P ppm</th><th align="center" valign="middle" >O.M. %</th><th align="center" valign="middle" >CEC meq/100g</th><th align="center" valign="middle" >ESP</th><th align="center" valign="middle" >CaCO<sub>3</sub> %</th></tr></thead><tr><td align="center" valign="middle"  rowspan="5"  >P1</td><td align="center" valign="middle" >0 - 18</td><td align="center" valign="middle" >65.9</td><td align="center" valign="middle" >12</td><td align="center" valign="middle" >22.1</td><td align="center" valign="middle" >Clay</td><td align="center" valign="middle" >7.9</td><td align="center" valign="middle" >0.75</td><td align="center" valign="middle" >4.7</td><td align="center" valign="middle" >0.073</td><td align="center" valign="middle" >58.5</td><td align="center" valign="middle" >1.67</td><td align="center" valign="middle" >9.59</td></tr><tr><td align="center" valign="middle" >18 - 48</td><td align="center" valign="middle" >63.1</td><td align="center" valign="middle" >11.5</td><td align="center" valign="middle" >25.4</td><td align="center" valign="middle" >Clay</td><td align="center" valign="middle" >7.97</td><td align="center" valign="middle" >0.7</td><td align="center" valign="middle" >5.7</td><td align="center" valign="middle" >0.056</td><td align="center" valign="middle" >56.1</td><td align="center" valign="middle" >8.05</td><td align="center" valign="middle" >8.82</td></tr><tr><td align="center" valign="middle" >48 - 80</td><td align="center" valign="middle" >63.1</td><td align="center" valign="middle" >11.2</td><td align="center" valign="middle" >25.7</td><td align="center" valign="middle" >Clay</td><td align="center" valign="middle" >7.85</td><td align="center" valign="middle" >2.13</td><td align="center" valign="middle" >5.8</td><td align="center" valign="middle" >0.036</td><td align="center" valign="middle" >56.2</td><td align="center" valign="middle" >2.66</td><td align="center" valign="middle" >8.42</td></tr><tr><td align="center" valign="middle" >80 - 105</td><td align="center" valign="middle" >62.5</td><td align="center" valign="middle" >11</td><td align="center" valign="middle" >26.5</td><td align="center" valign="middle" >Clay</td><td align="center" valign="middle" >7.8</td><td align="center" valign="middle" >2.9</td><td align="center" valign="middle" >3.8</td><td align="center" valign="middle" >0.033</td><td align="center" valign="middle" >55.9</td><td align="center" valign="middle" >6.26</td><td align="center" valign="middle" >7.47</td></tr><tr><td align="center" valign="middle" >105 - 150</td><td align="center" valign="middle" >65.1</td><td align="center" valign="middle" >10.8</td><td align="center" valign="middle" >24.1</td><td align="center" valign="middle" >Clay</td><td align="center" valign="middle" >7.9</td><td align="center" valign="middle" >1.75</td><td align="center" valign="middle" >4.6</td><td align="center" valign="middle" >0.031</td><td align="center" valign="middle" >57.8</td><td align="center" valign="middle" >10.17</td><td align="center" valign="middle" >13.46</td></tr><tr><td align="center" valign="middle"  rowspan="4"  >P2</td><td align="center" valign="middle" >0 - 30</td><td align="center" valign="middle" >39.5</td><td align="center" valign="middle" >13.6</td><td align="center" valign="middle" >47</td><td align="center" valign="middle" >Sandy Clay</td><td align="center" valign="middle" >8.17</td><td align="center" valign="middle" >3.2</td><td align="center" valign="middle" >5.7</td><td align="center" valign="middle" >0.057</td><td align="center" valign="middle" >35.1</td><td align="center" valign="middle" >32.23</td><td align="center" valign="middle" >7.46</td></tr><tr><td align="center" valign="middle" >30 - 45</td><td align="center" valign="middle" >49.1</td><td align="center" valign="middle" >12.8</td><td align="center" valign="middle" >38.1</td><td align="center" valign="middle" >Clay</td><td align="center" valign="middle" >8.27</td><td align="center" valign="middle" >22</td><td align="center" valign="middle" >5</td><td align="center" valign="middle" >0.038</td><td align="center" valign="middle" >43.7</td><td align="center" valign="middle" >35.05</td><td align="center" valign="middle" >6.42</td></tr><tr><td align="center" valign="middle" >45 - 107</td><td align="center" valign="middle" >57.2</td><td align="center" valign="middle" >12.6</td><td align="center" valign="middle" >30.2</td><td align="center" valign="middle" >Clay</td><td align="center" valign="middle" >8.17</td><td align="center" valign="middle" >17</td><td align="center" valign="middle" >4.3</td><td align="center" valign="middle" >0.036</td><td align="center" valign="middle" >49.2</td><td align="center" valign="middle" >34.55</td><td align="center" valign="middle" >7.88</td></tr><tr><td align="center" valign="middle" >107 - 150</td><td align="center" valign="middle" >57.2</td><td align="center" valign="middle" >12.1</td><td align="center" valign="middle" >30.7</td><td align="center" valign="middle" >Clay</td><td align="center" valign="middle" >8.4</td><td align="center" valign="middle" >8.5</td><td align="center" valign="middle" >5.6</td><td align="center" valign="middle" >0.034</td><td align="center" valign="middle" >49.3</td><td align="center" valign="middle" >38.42</td><td align="center" valign="middle" >8.31</td></tr><tr><td align="center" valign="middle"  rowspan="5"  >P3</td><td align="center" valign="middle" >0 - 27</td><td align="center" valign="middle" >49.8</td><td align="center" valign="middle" >13.7</td><td align="center" valign="middle" >36.5</td><td align="center" valign="middle" >Clay</td><td align="center" valign="middle" >8.15</td><td align="center" valign="middle" >1.45</td><td align="center" valign="middle" >4.8</td><td align="center" valign="middle" >0.055</td><td align="center" valign="middle" >44.1</td><td align="center" valign="middle" >15.19</td><td align="center" valign="middle" >8.13</td></tr><tr><td align="center" valign="middle" >27 - 56</td><td align="center" valign="middle" >51.5</td><td align="center" valign="middle" >13.5</td><td align="center" valign="middle" >35</td><td align="center" valign="middle" >Clay</td><td align="center" valign="middle" >8.3</td><td align="center" valign="middle" >1</td><td align="center" valign="middle" >6.3</td><td align="center" valign="middle" >0.043</td><td align="center" valign="middle" >45.5</td><td align="center" valign="middle" >20.1</td><td align="center" valign="middle" >7.93</td></tr><tr><td align="center" valign="middle" >56 - 84</td><td align="center" valign="middle" >58.2</td><td align="center" valign="middle" >13.1</td><td align="center" valign="middle" >28.7</td><td align="center" valign="middle" >Clay</td><td align="center" valign="middle" >8.35</td><td align="center" valign="middle" >3.3</td><td align="center" valign="middle" >4.8</td><td align="center" valign="middle" >0.041</td><td align="center" valign="middle" >50.1</td><td align="center" valign="middle" >25.84</td><td align="center" valign="middle" >9.32</td></tr><tr><td align="center" valign="middle" >84 - 130</td><td align="center" valign="middle" >63.3</td><td align="center" valign="middle" >12.9</td><td align="center" valign="middle" >23.8</td><td align="center" valign="middle" >Clay</td><td align="center" valign="middle" >8.11</td><td align="center" valign="middle" >6</td><td align="center" valign="middle" >4.7</td><td align="center" valign="middle" >0.036</td><td align="center" valign="middle" >55.2</td><td align="center" valign="middle" >24.76</td><td align="center" valign="middle" >5.47</td></tr><tr><td align="center" valign="middle" >130 - 150</td><td align="center" valign="middle" >63.3</td><td align="center" valign="middle" >12.5</td><td align="center" valign="middle" >24.2</td><td align="center" valign="middle" >Clay</td><td align="center" valign="middle" >8.12</td><td align="center" valign="middle" >8.7</td><td align="center" valign="middle" >5.6</td><td align="center" valign="middle" >0.034</td><td align="center" valign="middle" >55.1</td><td align="center" valign="middle" >34.52</td><td align="center" valign="middle" >5.19</td></tr><tr><td align="center" valign="middle"  rowspan="6"  >P4</td><td align="center" valign="middle" >0 - 12</td><td align="center" valign="middle" >54.4</td><td align="center" valign="middle" >14.6</td><td align="center" valign="middle" >31</td><td align="center" valign="middle" >Clay</td><td align="center" valign="middle" >7.51</td><td align="center" valign="middle" >1.8</td><td align="center" valign="middle" >7.6</td><td align="center" valign="middle" >0.076</td><td align="center" valign="middle" >47.8</td><td align="center" valign="middle" >3.49</td><td align="center" valign="middle" >4.41</td></tr><tr><td align="center" valign="middle" >12 - 48</td><td align="center" valign="middle" >54.4</td><td align="center" valign="middle" >14.1</td><td align="center" valign="middle" >31.5</td><td align="center" valign="middle" >Clay</td><td align="center" valign="middle" >7.8</td><td align="center" valign="middle" >0.7</td><td align="center" valign="middle" >5.5</td><td align="center" valign="middle" >0.097</td><td align="center" valign="middle" >47.6</td><td align="center" valign="middle" >3.09</td><td align="center" valign="middle" >4.31</td></tr><tr><td align="center" valign="middle" >48 - 68</td><td align="center" valign="middle" >26.3</td><td align="center" valign="middle" >14.1</td><td align="center" valign="middle" >59.6</td><td align="center" valign="middle" >Sandy Clay</td><td align="center" valign="middle" >8.12</td><td align="center" valign="middle" >0.4</td><td align="center" valign="middle" >4.7</td><td align="center" valign="middle" >0.095</td><td align="center" valign="middle" >23.1</td><td align="center" valign="middle" >3.2</td><td align="center" valign="middle" >5.2</td></tr><tr><td align="center" valign="middle" >68 - 86</td><td align="center" valign="middle" >26.3</td><td align="center" valign="middle" >14</td><td align="center" valign="middle" >59.7</td><td align="center" valign="middle" >Sandy Clay Loam</td><td align="center" valign="middle" >8.14</td><td align="center" valign="middle" >0.35</td><td align="center" valign="middle" >5.7</td><td align="center" valign="middle" >0.088</td><td align="center" valign="middle" >22.9</td><td align="center" valign="middle" >3.1</td><td align="center" valign="middle" >4.51</td></tr><tr><td align="center" valign="middle" >86 - 111</td><td align="center" valign="middle" >26.3</td><td align="center" valign="middle" >14</td><td align="center" valign="middle" >59.7</td><td align="center" valign="middle" >Sandy Clay Loam</td><td align="center" valign="middle" >8.1</td><td align="center" valign="middle" >0.35</td><td align="center" valign="middle" >5</td><td align="center" valign="middle" >0.069</td><td align="center" valign="middle" >23.1</td><td align="center" valign="middle" >3.03</td><td align="center" valign="middle" >3.99</td></tr><tr><td align="center" valign="middle" >111 - 150</td><td align="center" valign="middle" >26.3</td><td align="center" valign="middle" >14</td><td align="center" valign="middle" >59.7</td><td align="center" valign="middle" >Sandy Clay Loam</td><td align="center" valign="middle" >8.1</td><td align="center" valign="middle" >0.3</td><td align="center" valign="middle" >5.6</td><td align="center" valign="middle" >0.069</td><td align="center" valign="middle" >23.4</td><td align="center" valign="middle" >3.03</td><td align="center" valign="middle" >4.12</td></tr><tr><td align="center" valign="middle"  rowspan="6"  >P5</td><td align="center" valign="middle" >0 - 12</td><td align="center" valign="middle" >51.1</td><td align="center" valign="middle" >11.9</td><td align="center" valign="middle" >37</td><td align="center" valign="middle" >Clay</td><td align="center" valign="middle" >8.1</td><td align="center" valign="middle" >1.4</td><td align="center" valign="middle" >4.1</td><td align="center" valign="middle" >0.074</td><td align="center" valign="middle" >6.21</td><td align="center" valign="middle" >45.8</td><td align="center" valign="middle" >29.96</td></tr><tr><td align="center" valign="middle" >12 - 36</td><td align="center" valign="middle" >51.5</td><td align="center" valign="middle" >11.7</td><td align="center" valign="middle" >36.8</td><td align="center" valign="middle" >Clay</td><td align="center" valign="middle" >8.17</td><td align="center" valign="middle" >1.85</td><td align="center" valign="middle" >4.9</td><td align="center" valign="middle" >0.067</td><td align="center" valign="middle" >6.46</td><td align="center" valign="middle" >45.5</td><td align="center" valign="middle" >20.29</td></tr><tr><td align="center" valign="middle" >36 - 57</td><td align="center" valign="middle" >51.2</td><td align="center" valign="middle" >11.5</td><td align="center" valign="middle" >37.3</td><td align="center" valign="middle" >Clay</td><td align="center" valign="middle" >7.97</td><td align="center" valign="middle" >3.4</td><td align="center" valign="middle" >5</td><td align="center" valign="middle" >0.059</td><td align="center" valign="middle" >7.05</td><td align="center" valign="middle" >45.3</td><td align="center" valign="middle" >16.69</td></tr><tr><td align="center" valign="middle" >57 - 83</td><td align="center" valign="middle" >52.1</td><td align="center" valign="middle" >11.2</td><td align="center" valign="middle" >36.7</td><td align="center" valign="middle" >Clay</td><td align="center" valign="middle" >8.17</td><td align="center" valign="middle" >3</td><td align="center" valign="middle" >5.1</td><td align="center" valign="middle" >0.06</td><td align="center" valign="middle" >6.3</td><td align="center" valign="middle" >45.6</td><td align="center" valign="middle" >20.17</td></tr><tr><td align="center" valign="middle" >83 - 111</td><td align="center" valign="middle" >54.4</td><td align="center" valign="middle" >11.1</td><td align="center" valign="middle" >34.5</td><td align="center" valign="middle" >Clay</td><td align="center" valign="middle" >8.07</td><td align="center" valign="middle" >4.9</td><td align="center" valign="middle" >5.1</td><td align="center" valign="middle" >0.053</td><td align="center" valign="middle" >5.89</td><td align="center" valign="middle" >45.1</td><td align="center" valign="middle" >28.76</td></tr><tr><td align="center" valign="middle" >111 - 150</td><td align="center" valign="middle" >50.4</td><td align="center" valign="middle" >11.4</td><td align="center" valign="middle" >38.2</td><td align="center" valign="middle" >Clay</td><td align="center" valign="middle" >7.94</td><td align="center" valign="middle" >6.1</td><td align="center" valign="middle" >5</td><td align="center" valign="middle" >0.052</td><td align="center" valign="middle" >5.97</td><td align="center" valign="middle" >45.2</td><td align="center" valign="middle" >34.58</td></tr></tbody></table></table-wrap><p>cm, slightly saline at the bottom depth 84 - 150 cm, sodic and slightly calcareous. The Nile flood plain soil was non-saline, non-calcareous and non-sodic; it was very suitable for agriculture. The soil of Shambat area―Col- lege of Agricultural Studies Farm is non-saline at the top surface 0 - 83 cm, and slightly saline at the bottom 83 - 150 cm, sodic and slightly calcareous soil. The soil CaCO<sub>3</sub> content of the studied samples ranged from 3.99% to 28.76% in all studied locations.</p></sec><sec id="s3_3"><title>3.3. Estimation of Calcium Carbonate by Using Titration and Calcimeter Methods</title><p><xref ref-type="table" rid="table4">Table 4</xref> shows the statistical analysis between the two methods. Results revealed that there are no significant differences between the two most in all studied locations, except in samples from Gedaref location which shows significant difference and recorded as (5.598 and 5.760) respectively. Carbonates mainly forms of, Ca<sup>++</sup> as (CaCO<sub>3</sub>), Mg<sup>++</sup> (MgCO<sub>3</sub>) magnetite, Na<sup>+</sup> (NaCO<sub>3</sub>) Fe<sup>++</sup> (FeCO<sub>3</sub>). Carbonates were deposited by sedimentation in marine or Lake Environment. Carbonates can also originate within organic materials resulting from living organisms (Products resulting from the degradation of limestone rocks through erosion), pH measurements between approximately 7.5 and 8.5 indicate the presence of carbonates. A higher pH (Towards 10) can indicate the presence of sodium carbonate [<xref ref-type="bibr" rid="scirp.62935-ref17">17</xref>] (Janitz, 1986).</p><p>Readings observed from titration method were higher than that of calcimeter method (<xref ref-type="fig" rid="fig1">Figure 1</xref>). Although, there were no significant difference between the calcimetric and titrimetric methods, except in the case of (El- daim Fruits and vegetables Farm―Gedaref area) and that probably due to addition of HCl to the soil in titration method, which lead to ferrous and aluminum oxide displacement, and later precipitation in form of hydroxides when the titration done by sodium hydroxide.</p><disp-formula id="scirp.62935-formula119"><graphic  xlink:href="http://html.scirp.org/file/14-2170136x12.png"  xlink:type="simple"/></disp-formula><disp-formula id="scirp.62935-formula120"><graphic  xlink:href="http://html.scirp.org/file/14-2170136x13.png"  xlink:type="simple"/></disp-formula><disp-formula id="scirp.62935-formula121"><graphic  xlink:href="http://html.scirp.org/file/14-2170136x14.png"  xlink:type="simple"/></disp-formula><disp-formula id="scirp.62935-formula122"><graphic  xlink:href="http://html.scirp.org/file/14-2170136x15.png"  xlink:type="simple"/></disp-formula><p>The enough consumed acid to dissolve oxides was equal to NaOH precipitating hydroxides. So the estimation of calcium carbonate by calcimeter was not affected, but some of the acid also lost by; reaction with exchangeable calcium and magnesium ions at clay surface, or reaction with other clay minerals. As the soil of Gedaref area is heavy clay, this explained the result of significant difference when the two methods were used. In general; to avoid that error, it is better to put in mind the several advantages of calcimeter method than that of titration method.</p><table-wrap id="table4" ><label><xref ref-type="table" rid="table4">Table 4</xref></label><caption><title> Statistical comparison between titration method and calcimeter method results</title></caption><table><tbody><thead><tr><th align="center" valign="middle" >Profile No.</th><th align="center" valign="middle" >Tabulated T-value</th><th align="center" valign="middle" >Calculated T-value</th></tr></thead><tr><td align="center" valign="middle" >P1</td><td align="center" valign="middle" >5.598</td><td align="center" valign="middle" >5.760<sup>*</sup></td></tr><tr><td align="center" valign="middle" >P2</td><td align="center" valign="middle" >7.453</td><td align="center" valign="middle" >4.846<sup>N.S</sup></td></tr><tr><td align="center" valign="middle" >P3</td><td align="center" valign="middle" >5.598</td><td align="center" valign="middle" >3.525<sup>N.S</sup></td></tr><tr><td align="center" valign="middle" >P4</td><td align="center" valign="middle" >4.773</td><td align="center" valign="middle" >2.440<sup>N.S</sup></td></tr><tr><td align="center" valign="middle" >P5</td><td align="center" valign="middle" >4.773</td><td align="center" valign="middle" >4.335<sup>N.S</sup></td></tr></tbody></table></table-wrap><p><sup>N.S</sup> = Non − Significant at P &gt; 0.05, <sup>*</sup> = Significant.</p><fig id="fig1"  position="float"><label><xref ref-type="fig" rid="fig1">Figure 1</xref></label><caption><title> Comparison between titration method and calcimeter method</title></caption><graphic mimetype="image"   position="float"  xlink:type="simple"  xlink:href="http://html.scirp.org/file/14-2170136x16.png"/></fig><p>[<xref ref-type="bibr" rid="scirp.62935-ref18">18</xref>] Maulood et al., (2012) studied the comparison between the titrimetric and calcimetric for CaCO<sub>3</sub> determination in 84 different locations of soils from Iraq. They obtained no significant differences between the two methods and the two method were highly correlated (r = 0.993 to 0.998). In contrast, [<xref ref-type="bibr" rid="scirp.62935-ref19">19</xref>] Kassim (2013) mentioned that, the results of calcium carbonate equivalent estimated by Calcimeter were lowest as compared to acid neutralization and acetic acid methods. [<xref ref-type="bibr" rid="scirp.62935-ref4">4</xref>] El Mahi et al., (1987) reported that the values of carbonate equivalent estimated by acid neutralization were corrected as:</p><p>CaCO<sub>3</sub> equivalent = acid neutralization % CaCO<sub>3</sub> - 0.05 CEC.</p></sec></sec><sec id="s4"><title>4. Conclusion</title><p>After comparing calcimeter method with titration method, we conclude that there are many advantages when using calcimeter method, such as: no other chemicals are needed, no long waiting periods, no very accurate weighing equipment is needed, accurate and suitable for our Sudanese soils. Therefore, it is recommended to use this method because titration method is slow and labour intensive. In addition to that, there is no significant difference between it and titration method in most soil types in Sudan.</p></sec><sec id="s5"><title>Acknowledgements</title><p>Special thanks to the staff of the laboratories of the Land and Water Research Centre at the Agricultural Research Corporation, Wad Medani, and the Staff of Soil Science and Water Department at College of Agricultural Studies, Sudan University of Science and Technology, for availing their laboratories facilities and for their technical advice.</p></sec><sec id="s6"><title>Cite this paper</title><p>Jamal T.Elfaki,Mohamed O.Gafei,Magboul M.Sulieman,Mushtaha E.Ali, (2016) Assessment of Calcimetric and Titrimetric Methods for Calcium Carbonate Estimation of Five Soil Types in Central Sudan. 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