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 <!DOCTYPE article PUBLIC "-//NLM//DTD JATS (Z39.96) Journal Publishing DTD v1.0 20120330//EN" "http://jats.nlm.nih.gov/publishing/1.0/JATS-journalpublishing1.dtd"> <article xmlns:mml="http://www.w3.org/1998/Math/MathML" xmlns:xlink="http://www.w3.org/1999/xlink" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" article-type="research-article" dtd-version="1.0" xml:lang="en">
  <front>
    <journal-meta>
      <journal-id journal-id-type="publisher-id">JW</journal-id>
      <journal-title-group>
        <journal-title>Journal of Water</journal-title>
      </journal-title-group>
      <issn pub-type="epub">2769-2264</issn>
      <publisher>
        <publisher-name>Open Access Pub</publisher-name>
        <publisher-loc>United States</publisher-loc>
      </publisher>
    </journal-meta>
    <article-meta>
      <article-id pub-id-type="doi">10.14302/issn.2769-2264.jw-21-3870</article-id>
      <article-id pub-id-type="publisher-id">JW-21-3870</article-id>
      <article-categories>
        <subj-group>
          <subject>research-article</subject>
        </subj-group>
      </article-categories>
      <title-group>
        <article-title>Multivariate Analysis of Amazonian Rivers Located in an Area of Intense Industrial Activity, Barcarena, Pará State, Brazil</article-title>
      </title-group>
      <contrib-group>
        <contrib contrib-type="author">
          <name>
            <surname>Iris</surname>
            <given-names>Danielly da Silva Lopes</given-names>
          </name>
          <xref ref-type="aff" rid="idm1850845628">1</xref>
          <xref ref-type="aff" rid="idm1850844260">2</xref>
          <xref ref-type="aff" rid="idm1850844764">*</xref>
        </contrib>
        <contrib contrib-type="author">
          <name>
            <surname>Adaelson</surname>
            <given-names>Campelo Medeiros</given-names>
          </name>
          <xref ref-type="aff" rid="idm1850844260">2</xref>
        </contrib>
        <contrib contrib-type="author">
          <name>
            <surname>Nuno</surname>
            <given-names>Filipe Alves Correia de Melo</given-names>
          </name>
          <xref ref-type="aff" rid="idm1850845628">1</xref>
        </contrib>
        <contrib contrib-type="author">
          <name>
            <surname>Marcelo</surname>
            <given-names>de Oliveira Lima</given-names>
          </name>
          <xref ref-type="aff" rid="idm1850844260">2</xref>
        </contrib>
        <contrib contrib-type="author">
          <name>
            <surname>Maria</surname>
            <given-names>de Lourdes Souza Santos</given-names>
          </name>
          <xref ref-type="aff" rid="idm1850845628">1</xref>
        </contrib>
      </contrib-group>
      <aff id="idm1850845628">
        <label>1</label>
        <addr-line>Universidade Federal Rural da Amazônia. Instituto Sócio Ambiental e Recursos Hídricos. Avenida Presidente Tancredo Neves, 2501-Terra Firme. Belém-PA. Brasil. CEP: 66077-530. </addr-line>
      </aff>
      <aff id="idm1850844260">
        <label>2</label>
        <addr-line>Instituto Evandro Chagas. Seção de Meio Ambiente. Rodovia BR-316, Km 07 S/N. Levilândia. Ananindeua-PA. Brasil. CEP: 67030-000.</addr-line>
      </aff>
      <aff id="idm1850844764">
        <label>*</label>
        <addr-line>Corresponding author</addr-line>
      </aff>
      <contrib-group>
        <contrib contrib-type="editor">
          <name>
            <surname>Wei</surname>
            <given-names>Zhang</given-names>
          </name>
          <xref ref-type="aff" rid="idm1850602260">1</xref>
        </contrib>
      </contrib-group>
      <aff id="idm1850602260">
        <label>1</label>
        <addr-line>State Key Laboratory of Polymer Materials Engineering Polymer Research Institute, Sichuan University Chengdu 610065, China. </addr-line>
      </aff>
      <author-notes>
        <corresp>Correspondence: Iris Danielly da Silva Lopes, Universidade Federal Rural da Amazônia, Instituto Sócio Ambiental e Recursos Hídricos; Instituto Evandro Chagas, Seção de Meio Ambiente, Rodovia BR-316 Km 07 S/N, Levilândia, Ananindeua-PA, Brazil 67030-000. Email: <email>irisdsl@hotmail.com</email>.</corresp>
        <fn fn-type="conflict" id="idm1843400004">
          <p>The authors have declared that no competing interests exist.</p>
        </fn>
      </author-notes>
      <pub-date pub-type="epub" iso-8601-date="2021-07-01">
        <day>01</day>
        <month>07</month>
        <year>2021</year>
      </pub-date>
      <volume>1</volume>
      <issue>2</issue>
      <fpage>1</fpage>
      <lpage>16</lpage>
      <history>
        <date date-type="received">
          <day>15</day>
          <month>06</month>
          <year>2021</year>
        </date>
        <date date-type="accepted">
          <day>28</day>
          <month>06</month>
          <year>2021</year>
        </date>
        <date date-type="online">
          <day>01</day>
          <month>07</month>
          <year>2021</year>
        </date>
      </history>
      <permissions>
        <copyright-statement>© </copyright-statement>
        <copyright-year>2021</copyright-year>
        <copyright-holder>Iris Danielly da Silva Lopes, et al.</copyright-holder>
        <license xlink:href="http://creativecommons.org/licenses/by/4.0/" xlink:type="simple">
          <license-p>This is an open-access article distributed under the terms of the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited.</license-p>
        </license>
      </permissions>
      <self-uri xlink:href="http://openaccesspub.org/jw/article/1652">This article is available from http://openaccesspub.org/jw/article/1652</self-uri>
      <abstract>
        <p>In this study, were multivariate analysis of the waters of the Arienga and Murucupí rivers located near an area of intense industrial activity in the Barcarena City, Pará State, Brazil. Were analyzed the variables temperature, pH, total dissolved solids, electrical conductivity, DO, BOD, ammoniacal-N, nitrite-N, nitrate-N, phosphate, sulfate and total hardness in four sampling campaigns in the year 2011. This amazon rivers presented physicochemical characteristics well heterogeneous, but similar behaviors for the variables pH, temperature and DO in the extensions evaluated, that is, increase in the source-mouth direction, with variations from 4.77 to 7.33 and 5.51 to 7.3, 25 to 31°C and 27 to 32°C and from 4.4 to 7.98 mg.L<sup>-1</sup> and 1.17 to 6.55 mg.L<sup>-1</sup> for the Arienga and Murucupi rivers respectively. In addition to these characteristics, the Arienga River also presented an increase for ammoniacal-N, nitrite-N, nitrate-N and hardness in the dry period, with variations from 0.014 to 6.336 mg.L<sup>-1</sup>, 0.005 to 0.334 mg.L<sup>-1</sup>, 0.009 to 4.818 mg.L<sup>-1</sup> and 1.146 to 14.389 mg.L<sup>-1</sup> respectively. In general, Murucupí River presented different physicochemical characteristics that are coherent with the local scenario, where the launch domestic effluents and the environmental impacts caused by industrial waste are visible and recurrent respectively.</p>
        <p> </p>
      </abstract>
      <kwd-group>
        <kwd>Multivariate analysis</kwd>
        <kwd>Industrial activity</kwd>
        <kwd>Amazonian rivers</kwd>
        <kwd>Arienga</kwd>
        <kwd>Murucupi.</kwd>
      </kwd-group>
      <counts>
        <fig-count count="3"/>
        <table-count count="4"/>
        <page-count count="16"/>
      </counts>
    </article-meta>
  </front>
  <body>
    <sec id="idm1850576452" sec-type="intro">
      <title>Introduction</title>
      <p>The quality of surface water depends on many factors, and may undergo hydroclimatic influences such as natural weathering and environmental changes caused by anthropic actions<xref ref-type="bibr" rid="ridm1842639124">1</xref>. The various environmental factors that modify the water quality of a given region are related to the geological structure, the mineralogy of the watersheds and the way in which the use and occupation of the soil occurs in the surroundings of these areas <xref ref-type="bibr" rid="ridm1842639700">2</xref><xref ref-type="bibr" rid="ridm1842647524">3</xref><xref ref-type="bibr" rid="ridm1842738388">4</xref><xref ref-type="bibr" rid="ridm1842503772">5</xref><xref ref-type="bibr" rid="ridm1842498156">6</xref><xref ref-type="bibr" rid="ridm1842483092">7</xref><xref ref-type="bibr" rid="ridm1842487340">8</xref><xref ref-type="bibr" rid="ridm1842485540">9</xref><xref ref-type="bibr" rid="ridm1842472268">10</xref><xref ref-type="bibr" rid="ridm1842475364">11</xref><xref ref-type="bibr" rid="ridm1842466300">12</xref>.</p>
      <p>Household and industrial effluents generated from human activities may contain hazardous chemicals that can cause major impacts on aquatic ecosystems. These substances can last a long time in the environment and have the ability to percolate in the soil and reach the lower layers of the subterranean aquifers, for this reason, soil geochemistry has a great influence on water pollution/contamination<xref ref-type="bibr" rid="ridm1842460900">13</xref>. </p>
      <p>In recent decades there has been a great increase in the levels of toxic chemicals in the environment, this event is a consequence of the lack of planning by the municipalities and industries installed in relation to the way the effluents are released in the water bodies generating immense release of compounds Harmful to animal and plant life <xref ref-type="bibr" rid="ridm1842458236">14</xref><xref ref-type="bibr" rid="ridm1842454708">15</xref><xref ref-type="bibr" rid="ridm1842451756">16</xref>.</p>
      <p>The Barcarena City in the Pará State-Brazil has in its territory an important industrial pole that works in the processing and export of kaolin, alumina, aluminum, cables for transmission of electric energy among other activities. Approximately 40,000 hectares were used for the installation of industries and the local population that previously used natural resources for their livelihoods, such as hunting and fishing, had to adopt other productive bases for their economic survival<xref ref-type="bibr" rid="ridm1842441028">17</xref>. The local economy has a traditional base in agriculture, but also advances with tourism beyond industrial activities, generating economic growth<xref ref-type="bibr" rid="ridm1842436924">18</xref>. The presence of these industries causes the rivers to become targets of recorrent environmental accidents, for example, the spillage of red mud in the springs of the Murucupí river in April 2009, a product from the beneficiation of bauxite that caused great environmental damages and to the local population<xref ref-type="bibr" rid="ridm1842434908">19</xref>.</p>
      <p>The launch of untreated sanitary sewage and the recorrent environmental accidents have damaged the quality of the waters of that region. In this sense, the Murucupí River was chosen, which runs through the industrial area of Vila do Conde and urban agglomerates and the Arienga River, which is located in the territorial boundary between the cities of Barcarena and Abaetetuba, Pará State-Brazil, a little further away from industrial area. </p>
    </sec>
    <sec id="idm1850574724" sec-type="materials">
      <title>Material and Methods</title>
      <sec id="idm1850573500">
        <title>Study Area</title>
        <p>The Barcarena City belongs to the mesoregion Metropolitana de Belém, Pará State-Brazil, located under the geographical coordinates: 01º 30’ 24” of South latitude e 48º 37’ 12” Longitude west of Greenwich, with straight line distancing from the state capital (Belém, Pará) in approximately 30 km <xref ref-type="bibr" rid="ridm1842433468">20</xref>. This City is part of the Pará river basin and has a territorial area of 1,310 km<sup>2</sup> in size; the estimated population for 2016 was 118,537 inhabitants<xref ref-type="bibr" rid="ridm1842430372">21</xref>.</p>
        <p>The climate of the microregion is Köeppen wet type Am, with abundant rainfall and high temperature values reaching an annual average of 27º C, The annual rainfall is over 2,000 mm where two seasonal periods are well defined: The rainy season from December to May and dry from June to November <xref ref-type="bibr" rid="ridm1842430156">22</xref>. <xref ref-type="table" rid="idm1841950508">Table 1</xref> shows some regional climate characteristics in 2011, according meteorological data base and tidal forecasts <xref ref-type="bibr" rid="ridm1842427780">23</xref><xref ref-type="bibr" rid="ridm1842442468">24</xref>.</p>
        <table-wrap id="idm1841950508">
          <label>Table 1.</label>
          <caption>
            <title> Regional climate characteristics in 2011.</title>
          </caption>
          <table rules="all" frame="box">
            <tbody>
              <tr>
                <td>Local             characteristics</td>
                <td>Unit</td>
                <td colspan="8">Months of Sampling</td>
              </tr>
              <tr>
                <td/>
                <td/>
                <td colspan="2">February (Rainy)</td>
                <td colspan="2">May (Rainy)</td>
                <td colspan="2">August (Dry)</td>
                <td colspan="2">November (Dry)</td>
              </tr>
              <tr>
                <td/>
                <td/>
                <td>Max.</td>
                <td>Min.</td>
                <td>Max.</td>
                <td>Min.</td>
                <td>Max.</td>
                <td>Min.</td>
                <td>Max.</td>
                <td>Min.</td>
              </tr>
              <tr>
                <td>Temperature</td>
                <td><sup>o</sup>C</td>
                <td>31.0</td>
                <td>23.1</td>
                <td>33.5</td>
                <td>24.3</td>
                <td>33.9</td>
                <td>23.3</td>
                <td>33.1</td>
                <td>22.7</td>
              </tr>
              <tr>
                <td>Tides</td>
                <td>m</td>
                <td>3.5</td>
                <td>-0.2</td>
                <td>3.2</td>
                <td>-0.2</td>
                <td>3.5</td>
                <td>-0.1</td>
                <td>3.2</td>
                <td>-0.3</td>
              </tr>
              <tr>
                <td>*Rainfall</td>
                <td>mm</td>
                <td colspan="2">332.4</td>
                <td colspan="2">477.3</td>
                <td colspan="2">179.4</td>
                <td colspan="2">174.6</td>
              </tr>
            </tbody>
          </table>
          <table-wrap-foot>
            <fn id="idm1850543156">
              <label/>
              <p>*- Monthly precipitation; Max.: Maximum; Min.: Minimum.</p>
            </fn>
          </table-wrap-foot>
        </table-wrap>
        <p>The geology of the Municipality is constituted by a set of aquifers belonging to the stratigraphic units Pirabas, Barreiras and Quaternary Coverage<xref ref-type="bibr" rid="ridm1842408540">25</xref><xref ref-type="bibr" rid="ridm1842404868">26</xref>. Topographic levels are low, especially on islands where they are in part subject to floods <xref ref-type="bibr" rid="ridm1842403500">27</xref><xref ref-type="bibr" rid="ridm1842400044">28</xref>.</p>
        <p>Arienga River microbasin is located in the territorial area between the cities of Barcarena, Abaetetuba and Moju in the Pará State-Brazil. This river territorially delimits Barcarena and Abaetetuba cities, has their springs located within these cities, with the mouth in the right bank of the river Pará and also are used by the local population for recreation in existing beach resorts along the river. The microbasin of the Murucupí river is located in the territorial area of the Barcarena between the mining companies Albrás and Alunorte and the districts of Vila dos Cabanos and Laranjal. Its source is located near the tailings basin of the company Alunorte (Mud Red) and its mouth in the Furo do Arrozal River <xref ref-type="bibr" rid="ridm1842434908">19</xref>.</p>
        <p>The classification of the rivers in the Amazon fall into three categories: white, dark and clear waters. According to the classification of the waters as their colorations, the pH between 4.0 and 7.0 configures a clear water environment, while waters with pH around 4.0 are classified as black, therefore, the waters of the rivers Arienga and Murucupí present the two classifications <xref ref-type="bibr" rid="ridm1842394788">29</xref><xref ref-type="bibr" rid="ridm1842375580">30</xref><xref ref-type="bibr" rid="ridm1842387532">31</xref>.</p>
        <p>Based on the Brazilian legislation that provides for the classification of water bodies and environmental guidelines for their classification<xref ref-type="bibr" rid="ridm1842383500">32</xref>, regarding the salinity of the water bodies, the Arienga and Murucupí rivers presented values consistent with the classification for freshwater.</p>
        <p>In the Arienga river, an extension of approximately 11,368 m was evaluated, considering six (06) sampling points with minimum and maximum distance between sampling points of 1,546 m and 2,672 m respectively. In the Murucupí River, seven (07) sampling points were evaluated in an extension of approximately 6,333 m, with minimum and maximum distance between the sampling points of 737 m and 1,725 m respectively. The sampling points (<xref ref-type="fig" rid="idm1841908740">Figure 1</xref>) in the Arienga and Murucupí rivers were defined upstream and downstream of small tributary drains along the extensions evaluated from their source to their mouths, taking into account navigability, accessibility, field staff and financial cost to carry out the work.</p>
        <fig id="idm1841908740">
          <label>Figure 1.</label>
          <caption>
            <title> Study area and respective sampling points.</title>
          </caption>
          <graphic xlink:href="images/image1.jpg" mime-subtype="jpg"/>
        </fig>
      </sec>
      <sec id="idm1850541356">
        <title>Sampling and Analysis Methodologies</title>
        <p>The samples and analyzes used to determine the variables obeyed the procedures and methodologies according to the recommendations described in the Standard Methods for Examination of Water and Wastewater <xref ref-type="bibr" rid="ridm1842380044">33</xref>.</p>
        <p>Sampling for the determination of the              physico-chemical variables at the collection points was of the simple type and using the immersion technique of the collection vessels at a maximum depth of 30 cm from the water column. The water samples were collected in duplicates in polyethylene bottles with capacity for 1L and then transported in isothermal boxes preserved with recyclable ice and taken to the Laboratory of Toxicology Of the Environment Section of the Evandro Chagas Institute in Ananindeua-PA.</p>
        <p>The physicochemical variables determined were: temperature, pH, total dissolved solids (TDS), electrical conductivity (EC), dissolved oxygen (DO), biochemical oxygen demand (BOD), ammoniacal-N, nitrite-N,             nitrate-N, phosphate, sulfate and total hardness (CaCO3 and MgCO3).</p>
        <p>The temperature, pH, total dissolved solids, electrical conductivity and dissolved oxygen were determined at the moment of sampling with the HI 769828 equipment of the HANNA<sup>®</sup> previously calibrated with standard solutions. The determination of BOD5 at 20 ° C was performed on the BODTRAK of the HACH<sup>®</sup>.</p>
        <p>For analysis of ammoniacal-N, nitrite-N,               nitrate-N, phosphate, sulfate and total hardness, the samples were filtered through a 0.45 μm pore Millipore filter and then analyzed via ion chromatography in a system ICS 2000 DUAL <xref ref-type="bibr" rid="ridm1842380404">34</xref>. </p>
      </sec>
      <sec id="idm1850538188">
        <title>Statistical Treatment</title>
        <p>Descriptive statistics and principal component analysis (PCA) were applied on the results of the physicochemical variables determined in the two rivers. Minitab 17 software (license 317201144883580098) was used for the application of the descriptive statistics and multivariate analysis about the data. The results were compared between rainy and dry seasons.</p>
      </sec>
    </sec>
    <sec id="idm1850538836" sec-type="results">
      <title>Results</title>
      <p>This study, the water temperature of the Arienga and Murucupi rivers ranged from 25 to 31 °C and from 27 to 32 °C, respectively, with average variations from 26 to 30 °C. The pH values in this study ranged from 4.75 to 7.33 in the Arienga river and from 5.51 to 7.3 in the Murucupi river, with means ranging from 5.55 to 6.71.</p>
      <p>The electrical conductivity and total dissolved solids (TDS) determined in the rivers Arienga and Murucupí indicated a difference in its characteristics physicochemical, with values ranging from 4 to 49 µS.cm<sup>-1</sup> and 25 to 122 µS.cm<sup>-1</sup> e from 2 to 26 mg.L<sup>-1</sup> and 12 to 57 mg.L<sup>-1</sup> respectively, the mean electrical conductivity and TDS in the Arienga river were 21 to 25 µS.cm<sup>-1</sup> and 11 to 13 mg.L<sup>-1</sup> and Murucupi River from 38 to 83 µS.cm<sup>-1</sup> and 19 to 38 mg.L<sup>-1</sup>.</p>
      <p>The DO concentrations in the Arienga and Murucupi rivers ranged from 4.40 to 7.98 mg.L<sup>-1</sup> and from 1.17 to 6.55 mg.L<sup>-1</sup> respectively, with averages from 5.21 to 6.29 mg.L<sup>-1</sup> in the Arienga River and from 3.86 to 4.70 mg.L<sup>-1</sup> in the Murucupi River. The BOD concentrations in the Arienga and Murucupi rivers ranged from 5 to 19 mg.L<sup>-1</sup> and from 6 to 26 mg.L<sup>-1</sup> respectively, with averages ranging from 9 to 15 mg.L<sup>-1</sup> in the two rivers.</p>
      <p>The ammonia nitrogen, nitrite and nitrate concentrations in the Arienga and Murucupi rivers ranged from 0.014 to 6.336 mg.L<sup>-1</sup>, 0.003 to 0.334 mg.L<sup>-1</sup> and 0.009 to 4.818 mg.L<sup>-1</sup> and from 0.021 to 2.021 mg.L<sup>-1</sup>, 0.001 to 0.406 mg.L<sup>-1</sup> and 0.025 to 4.201 mg.L<sup>-1</sup> respectively, with averages from 0.062 a 1.496 mg.L<sup>-1</sup> (ammonia nitrogen), 0.019 to 0.080 mg.L<sup>-1 </sup>(nitrite) and 0.075 to 0.679 mg.L<sup>-1 </sup>(nitrate) in the Arienga River and from 0.248 to 0.392 mg.L<sup>-1</sup> (ammonia nitrogen), 0.047 to 0.121 mg.L<sup>-1 </sup>(nitrite) and 0.791 to 1.247 mg.L<sup>-1 </sup>(nitrate) in the Murucupi River.</p>
      <p>The phosphate concentrations in the Arienga and Murucupi rivers ranged from 0.014 to 0.239 mg.L<sup>-1</sup> and from 0.056 to 0.313 mg.L<sup>-1</sup> respectively, with averages from 0.064 to 0.117 mg.L<sup>-1</sup> in the Arienga River and from 0.109 to 0.187 mg.L<sup>-1</sup> in the Murucupi River. The sulfate concentrations in the Arienga and Murucupi rivers ranged from 0.011 to 4.886 mg.L<sup>-1</sup> and from 0.897 to 5.367 mg.L<sup>-1</sup> respectively, with averages from 0.812 to 1.347 mg.L<sup>-1</sup> in the Arienga River and from 1.743 to 2.474 mg.L<sup>-1</sup> in the Murucupi River. The highest concentrations of total hardness in the Arienga and Murucupí rivers occurred in the dry period, with variations from 0.232 to 14.389 mg.L<sup>-1</sup> and from 0.112 to 18.568 mg.L<sup>-1</sup> respectively, with averages from 2.823 to 5.824 mg.L<sup>-1</sup> in the Arienga River and from 3.101 to 8.769 mg.L<sup>-1</sup> in the Murucupi River.</p>
      <p>From the analytical data obtained in this study it was possible to compare water quality of the Arienga and Murucupí rivers through groups formed by principal components in correlation matrices by degree of similarity.</p>
      <p>The physicochemical results of the rainy season for ebbing and flooding tide conditions provided the formation of 3 well defined groups as observed in <xref ref-type="fig" rid="idm1841858876">Figure 2</xref>A, that is, in PC1 (43.5%), there was an optimal separation between groups 1 and 3 , in which most of the sampling points of the rivers Arienga and Murucupí are observed. Similar characteristics were observed in relation to group 2 formed in PC2 (20.4%) by sampling points close to the mouths of the Arienga and Murucupí rivers. In general, there is a transition in the           physical-chemical characteristics of these waters between the sampling points in those of the extensions evaluated.</p>
      <p>In <xref ref-type="fig" rid="idm1841858876">Figure 2</xref>B, referring to factorial load analyzes for two components, it was evidenced that the levels of dissolved oxygen and BOD represented the main factors for the formation of group 1 in the river Arienga, in this river a homogeneous characteristic was observed for BOD with higher values At the ends (springs and mouth) of the evaluated and heterogeneous extension to DO with increasing levels from the sources to its mouth in the Pará river, this behavior is probably related to several factors such as the presence and decomposition of organic matter introduced in the extension evaluated by other tributary water bodies, miscegenation and contribution of leachate materials in these waters due to the higher rainfall intensity in the seasonal period in question and the larger aeration area in its mouth.</p>
      <fig id="idm1841858876">
        <label>Figure 2.</label>
        <caption>
          <title> Analysis of main components of the score plot type (A) and loading plot (B) on the data of variables determined during the rainy season (February and May)   under ebbing and flooding tide conditions in 2011. Note: AE (Arienga ebbing tide); AF (Arienga flooding Tide); ME (Murucupí ebbing tide); MF (Murucupí flooding tide).</title>
        </caption>
        <graphic xlink:href="images/image2.jpg" mime-subtype="jpg"/>
      </fig>
      <p>In group 2, the physicochemical variables that had the same behavior were pH, temperature, DO, BOD and Hardness, therefore, the two rivers presented the same characteristics in their mouths for these variables. The variables that contributed most to the formation of group 3 were: electrical conductivity, total dissolved solids, ammoniacal nitrogen, nitrite, nitrate, sulfate and phosphate, showing that there is interference in the water quality of the river Murucupí by pollutants characteristic of domestic sewage originating from the communities located around this water body, especially at the sampling points closest to its sources. The environmental impacts caused by the spillage of chemical wastes in these waters over the years, can also have their degree of contribution in the water quality conditions of the Murucupí River from the release gradual of residues from the bottom sediment.</p>
      <p>Similar to the rainy season, the PC1 (43.4%) of <xref ref-type="fig" rid="idm1841858084">Figure 3</xref>A (dry season) shows the formation of three groups (1, 2 and 3). Groups 1 and 2 presented similarity of 39.79% and were formed by most of the sampling points of the Arienga river, this time, in group 2, the sampling points located at the mouth of the river Arienga (AE6, AF5 and AF6) (ME1 and MF1), evidencing well heterogeneous characteristics in the waters of the Murucupí River, probably due to the lower influence of the rainfall in this seasonal period and consequently the greater concentration and dispersion of the variables analyzed.</p>
      <fig id="idm1841858084">
        <label>Figure 3.</label>
        <caption>
          <title> Analysis of main components of score plot type (A) and loading plot (B) on the data of the variables determined in the dry period (August and November) under ebbing and flooding tide and conditions in 2011. Note: AE (Arienga ebbing tide); AF (Arienga flooding tide); ME (Murucupí ebbing tide); MF (Murucupí flooding tide).</title>
        </caption>
        <graphic xlink:href="images/image3.jpg" mime-subtype="jpg"/>
      </fig>
      <p>In the analyzes of factorial loads for two components on the data of the dry season (<xref ref-type="fig" rid="idm1841858084">Figure 3</xref>B), it was observed that there was greater influence of the variables OD, BOD and ammonia nitrogen for the formation of group 1. In group 2, there was a greater influence of the BOD variable in the sampling points of the mouth of the river Arienga (AE5, AE6, AF4, AF5 and AF5) and of the nitrate and phosphate variables at the point of the Murucupí sources (ME1 and MF1). Group 3 repeated the same behavior of rainy season, where it was evidenced changes in concentration of variables, most likely by the influence of domestic sewage, a situation observed in field work through the visualization of emissaries (pipes) of wastewater located on the banks of the Murucupí River.</p>
      <p><xref ref-type="table" rid="idm1841855420">Table 2</xref> and <xref ref-type="table" rid="idm1841625828">Table 3</xref> are the descriptive statistics (mean, standard deviation, maximum values and minimum values) applied to the values of the physicochemical variables determined in the rivers Arienga and Murucupí respectively, in the rainy (February and May) and dry (August and November) in ebbing and flooding tide conditions in 2011.</p>
      <table-wrap id="idm1841855420">
        <label>Table 2.</label>
        <caption>
          <title> Descriptive statistics of the physical-chemical variables determined in the Arienga River in 2011.</title>
        </caption>
        <table rules="all" frame="box">
          <tbody>
            <tr>
              <td colspan="4"> </td>
              <td colspan="3">Rainy Season  </td>
              <td> </td>
              <td colspan="3">Dry Season  </td>
            </tr>
            <tr>
              <td>Physicochemical Variables </td>
              <td>Unit</td>
              <td>N</td>
              <td>Tide</td>
              <td>x̄ ±SD</td>
              <td>Maximum</td>
              <td>Minimum</td>
              <td>N</td>
              <td>x̄ ±DP</td>
              <td>Maximum</td>
              <td>Minimum</td>
            </tr>
            <tr>
              <td>Temperature</td>
              <td>°C</td>
              <td>12</td>
              <td>Ebbing</td>
              <td>27±1.16</td>
              <td>29</td>
              <td>25</td>
              <td>12</td>
              <td>28±1.24</td>
              <td>30</td>
              <td>26</td>
            </tr>
            <tr>
              <td/>
              <td/>
              <td>12</td>
              <td>Flooding</td>
              <td>26±1.31</td>
              <td>29</td>
              <td>25</td>
              <td>12</td>
              <td>28±1.47</td>
              <td>31</td>
              <td>26</td>
            </tr>
            <tr>
              <td>pH</td>
              <td>-</td>
              <td>12</td>
              <td>Ebbing</td>
              <td>5.76±0.82</td>
              <td>6.75</td>
              <td>4.77</td>
              <td>12</td>
              <td>5.55±0.64</td>
              <td>6.47</td>
              <td>4.79</td>
            </tr>
            <tr>
              <td/>
              <td/>
              <td>12</td>
              <td>Flooding</td>
              <td>5.70±0.92</td>
              <td>7.21</td>
              <td>4.75</td>
              <td>12</td>
              <td>6.25±0.94</td>
              <td>7.33</td>
              <td>4.87</td>
            </tr>
            <tr>
              <td>Electric Conductivity</td>
              <td>µS.cm<sup>-1</sup></td>
              <td>12</td>
              <td>Ebbing</td>
              <td>22±9.61</td>
              <td>37</td>
              <td>13</td>
              <td>12</td>
              <td>21±13.33</td>
              <td>48</td>
              <td>7</td>
            </tr>
            <tr>
              <td/>
              <td/>
              <td>12</td>
              <td>Flooding</td>
              <td>21±10.24</td>
              <td>42</td>
              <td>13</td>
              <td>12</td>
              <td>25±16.40</td>
              <td>49</td>
              <td>4</td>
            </tr>
            <tr>
              <td>Total Dissolved Solids</td>
              <td>mg.L<sup>-1</sup></td>
              <td>12</td>
              <td>Ebbing</td>
              <td>11±4.73</td>
              <td>18</td>
              <td>7</td>
              <td>12</td>
              <td>11±5.79</td>
              <td>22</td>
              <td>6</td>
            </tr>
            <tr>
              <td/>
              <td/>
              <td>12</td>
              <td>Flooding</td>
              <td>11±5.20</td>
              <td>21</td>
              <td>7</td>
              <td>12</td>
              <td>13±8.23</td>
              <td>26</td>
              <td>2</td>
            </tr>
            <tr>
              <td>Dissolved Oxygen</td>
              <td>mg.L<sup>-1</sup></td>
              <td>12</td>
              <td>Ebbing</td>
              <td>5.21±0.64</td>
              <td>6.45</td>
              <td>4.40</td>
              <td>12</td>
              <td>6.29±1.17</td>
              <td>7.98</td>
              <td>4.44</td>
            </tr>
            <tr>
              <td/>
              <td/>
              <td>12</td>
              <td>Flooding</td>
              <td>5.88±0.63</td>
              <td>7.16</td>
              <td>5.19</td>
              <td>12</td>
              <td>6.24±0.77</td>
              <td>7.83</td>
              <td>5.34</td>
            </tr>
            <tr>
              <td>BOD</td>
              <td>mg.L<sup>-1</sup></td>
              <td>12</td>
              <td>Ebbing</td>
              <td>14±3.48</td>
              <td>19</td>
              <td>9</td>
              <td>12</td>
              <td>10±2.75</td>
              <td>16Physicochemical Variables</td>
              <td>6</td>
            </tr>
            <tr>
              <td/>
              <td/>
              <td>12</td>
              <td>Flooding</td>
              <td>11±3.03</td>
              <td>16</td>
              <td>8</td>
              <td>12</td>
              <td>9±2.41</td>
              <td>14</td>
              <td>5</td>
            </tr>
            <tr>
              <td>Ammoniacal-N</td>
              <td>mg.L<sup>-1</sup></td>
              <td>12</td>
              <td>Ebbing</td>
              <td>0.062±0.021</td>
              <td>0.101</td>
              <td>0.037</td>
              <td>12</td>
              <td>1.496±1.646</td>
              <td>6.336</td>
              <td>0.118</td>
            </tr>
            <tr>
              <td/>
              <td/>
              <td>12</td>
              <td>Flooding</td>
              <td>0.340±0.314</td>
              <td>1.032</td>
              <td>0.026</td>
              <td>12</td>
              <td>1.090±1.689</td>
              <td>6.233</td>
              <td>0.014</td>
            </tr>
            <tr>
              <td>Nitrite-N</td>
              <td>mg.L<sup>-1</sup></td>
              <td>12</td>
              <td>Ebbing</td>
              <td>0.019±0.008</td>
              <td>0.033</td>
              <td>0.008</td>
              <td>12</td>
              <td>0.028±0.012</td>
              <td>0.057</td>
              <td>0.011</td>
            </tr>
            <tr>
              <td/>
              <td/>
              <td>12</td>
              <td>Flooding</td>
              <td>0.040±0.037</td>
              <td>0.121</td>
              <td>0.003</td>
              <td>12</td>
              <td>0.080±0.097</td>
              <td>0.334</td>
              <td>0.005</td>
            </tr>
            <tr>
              <td>Nitrate-N</td>
              <td>mg.L<sup>-1</sup></td>
              <td>12</td>
              <td>Ebbing</td>
              <td>0.075±0.063</td>
              <td>0.192</td>
              <td>0.019</td>
              <td>12</td>
              <td>0.679±1.352</td>
              <td>4.818</td>
              <td>0.009</td>
            </tr>
            <tr>
              <td/>
              <td/>
              <td>12</td>
              <td>Flooding</td>
              <td>0.266±0.245</td>
              <td>0.808</td>
              <td>0.021</td>
              <td>12</td>
              <td>0.490±0.659</td>
              <td>2.226</td>
              <td>0.035</td>
            </tr>
            <tr>
              <td>Phosphate</td>
              <td>mg.L<sup>-1</sup></td>
              <td>12</td>
              <td>Ebbing</td>
              <td>0.097±0.036</td>
              <td>0.152</td>
              <td>0.023</td>
              <td>12</td>
              <td>0.117±0.062</td>
              <td>0.239</td>
              <td>0.055</td>
            </tr>
            <tr>
              <td/>
              <td/>
              <td>12</td>
              <td>Flooding</td>
              <td>0.066±0.044</td>
              <td>0.190</td>
              <td>0.014</td>
              <td>12</td>
              <td>0.064±0.029</td>
              <td>0.140</td>
              <td>0.032</td>
            </tr>
            <tr>
              <td>Sulfate</td>
              <td>mg.L<sup>-1</sup></td>
              <td>12</td>
              <td>Ebbing</td>
              <td>0.666±0.618</td>
              <td>1.570</td>
              <td>0.109</td>
              <td>12</td>
              <td>0.812±0.929</td>
              <td>2.519</td>
              <td>0.029</td>
            </tr>
            <tr>
              <td/>
              <td/>
              <td>12</td>
              <td>Flooding</td>
              <td>0.775±0.626</td>
              <td>1.547</td>
              <td>0.110</td>
              <td>12</td>
              <td>1.347±1.479</td>
              <td>4.886</td>
              <td>0.011</td>
            </tr>
            <tr>
              <td>Total Hardness</td>
              <td>mg.L<sup>-1</sup></td>
              <td>12</td>
              <td>Ebbing</td>
              <td>2.899±2.220</td>
              <td>6.331</td>
              <td>0.481</td>
              <td>12</td>
              <td>4.765±3.263</td>
              <td>14.389</td>
              <td>2.301</td>
            </tr>
            <tr>
              <td/>
              <td/>
              <td>12</td>
              <td>Flooding</td>
              <td>2.823±1.989</td>
              <td>5.377</td>
              <td>0.232</td>
              <td>12</td>
              <td>5.824±3.498</td>
              <td>14.389</td>
              <td>1.146</td>
            </tr>
          </tbody>
        </table>
        <table-wrap-foot>
          <fn id="idm1850339996">
            <label/>
            <p>N: Number of data pertaining to six (06) sampling points, with 12 data for each seasonal period; : Average; SD: Standard Deviation.</p>
          </fn>
        </table-wrap-foot>
      </table-wrap>
      <table-wrap id="idm1841625828">
        <label>Table 3.</label>
        <caption>
          <title> Descriptive statistics of the physicochemical variables determined in the Murucupí River in 2011.</title>
        </caption>
        <table rules="all" frame="box">
          <tbody>
            <tr>
              <td>Physicochemical Variables</td>
              <td>Unit</td>
              <td>N</td>
              <td>Tide</td>
              <td colspan="3">Rainy Season</td>
              <td>N</td>
              <td colspan="3">Dry Season</td>
            </tr>
            <tr>
              <td/>
              <td/>
              <td/>
              <td/>
              <td>x̄ ±SD</td>
              <td>Maximum</td>
              <td>Minimum</td>
              <td/>
              <td>x̄ ±DP</td>
              <td>Maximum</td>
              <td>Minimum</td>
            </tr>
            <tr>
              <td>Temperature</td>
              <td>°C</td>
              <td>14</td>
              <td>Ebbing</td>
              <td>28±0.62</td>
              <td>29</td>
              <td>27</td>
              <td>14</td>
              <td>30±0.99</td>
              <td>32</td>
              <td>28</td>
            </tr>
            <tr>
              <td/>
              <td/>
              <td>14</td>
              <td>Flooding</td>
              <td>28±0.52</td>
              <td>28</td>
              <td>27</td>
              <td>14</td>
              <td>30±0.88</td>
              <td>32</td>
              <td>29</td>
            </tr>
            <tr>
              <td>pH</td>
              <td>-</td>
              <td>14</td>
              <td>Ebbing</td>
              <td>6.22±0.33</td>
              <td>6.6</td>
              <td>5.51</td>
              <td>14</td>
              <td>6.61±0.49</td>
              <td>7.23</td>
              <td>5.54</td>
            </tr>
            <tr>
              <td/>
              <td/>
              <td>14</td>
              <td>Flooding</td>
              <td>6.19±0.47</td>
              <td>7.12</td>
              <td>5.51</td>
              <td>14</td>
              <td>6.71±0.48</td>
              <td>7.3</td>
              <td>5.54</td>
            </tr>
            <tr>
              <td>Electric Conductivity</td>
              <td>µS.cm<sup>-1</sup></td>
              <td>14</td>
              <td>Ebbing</td>
              <td>38±5.02</td>
              <td>45</td>
              <td>30</td>
              <td>14</td>
              <td>83±33.14</td>
              <td>122</td>
              <td>43</td>
            </tr>
            <tr>
              <td> </td>
              <td> </td>
              <td>14</td>
              <td>Flooding</td>
              <td>40±6.83</td>
              <td>48</td>
              <td>25</td>
              <td>14</td>
              <td>80±32.34</td>
              <td>119</td>
              <td>42</td>
            </tr>
            <tr>
              <td>Total Dissolved Solids</td>
              <td>mg.L<sup>-1</sup></td>
              <td>14</td>
              <td>Ebbing</td>
              <td>19±2.70</td>
              <td>23</td>
              <td>15</td>
              <td>14</td>
              <td>38±15.51</td>
              <td>57</td>
              <td>19</td>
            </tr>
            <tr>
              <td/>
              <td/>
              <td>14</td>
              <td>Flooding</td>
              <td>20±3.44</td>
              <td>24</td>
              <td>12</td>
              <td>14</td>
              <td>37±15.01</td>
              <td>56</td>
              <td>19</td>
            </tr>
            <tr>
              <td>Dissolved Oxygen</td>
              <td>mg.L<sup>-1</sup></td>
              <td>14</td>
              <td>Ebbing</td>
              <td>4.70±1.09</td>
              <td>6.55</td>
              <td>1.95</td>
              <td>14</td>
              <td>3.86±1.68</td>
              <td>6.18</td>
              <td>1.17</td>
            </tr>
            <tr>
              <td/>
              <td/>
              <td>14</td>
              <td>Flooding</td>
              <td>4.08±1.03</td>
              <td>5.4</td>
              <td>1.46</td>
              <td>14</td>
              <td>4.52±1.24</td>
              <td>6.06</td>
              <td>2.33</td>
            </tr>
            <tr>
              <td>BOD</td>
              <td>mg.L<sup>-1</sup></td>
              <td>14</td>
              <td>Ebbing</td>
              <td>15±5.25</td>
              <td>26</td>
              <td>7</td>
              <td>14</td>
              <td>12±2.24</td>
              <td>15</td>
              <td>7</td>
            </tr>
            <tr>
              <td/>
              <td/>
              <td>14</td>
              <td>Flooding</td>
              <td>10±2.95</td>
              <td>17</td>
              <td>6</td>
              <td>14</td>
              <td>9±1.27</td>
              <td>11</td>
              <td>7</td>
            </tr>
            <tr>
              <td>Ammoniacal-N</td>
              <td>mg.L<sup>-1</sup></td>
              <td>14</td>
              <td>Ebbing</td>
              <td>0.283±0.507</td>
              <td>2.021</td>
              <td>0.027</td>
              <td>14</td>
              <td>0.248±0.170</td>
              <td>0.684</td>
              <td>0.021</td>
            </tr>
            <tr>
              <td/>
              <td/>
              <td>14</td>
              <td>Flooding</td>
              <td>0.273±0.235</td>
              <td>0.776</td>
              <td>0.025</td>
              <td>14</td>
              <td>0.392±0.209</td>
              <td>0.770</td>
              <td>0.026</td>
            </tr>
            <tr>
              <td>Nitrite-N</td>
              <td>mg.L<sup>-1</sup></td>
              <td>14</td>
              <td>Ebbing</td>
              <td>0.121±0.112</td>
              <td>0.406</td>
              <td>0.025</td>
              <td>14</td>
              <td>0.072±0.047</td>
              <td>0.164</td>
              <td>0.011</td>
            </tr>
            <tr>
              <td/>
              <td/>
              <td>14</td>
              <td>Flooding</td>
              <td>0.050±0.042</td>
              <td>0.135</td>
              <td>0.012</td>
              <td>14</td>
              <td>0.047±0.053</td>
              <td>0.168</td>
              <td>0.001</td>
            </tr>
            <tr>
              <td>Nitrate-N</td>
              <td>mg.L<sup>-1</sup></td>
              <td>14</td>
              <td>Ebbing</td>
              <td>0.791±0.649</td>
              <td>2.346</td>
              <td>0.168</td>
              <td>14</td>
              <td>1.025±1.004</td>
              <td>3.510</td>
              <td>0.033</td>
            </tr>
            <tr>
              <td/>
              <td/>
              <td>14</td>
              <td>Flooding</td>
              <td>1.247±1.039</td>
              <td>3.368</td>
              <td>0.294</td>
              <td>14</td>
              <td>1.168±1.336</td>
              <td>4.201</td>
              <td>0.025</td>
            </tr>
            <tr>
              <td>Phosphate</td>
              <td>mg.L<sup>-1</sup></td>
              <td>14</td>
              <td>Ebbing</td>
              <td>0.109±0.034</td>
              <td>0.169</td>
              <td>0.056</td>
              <td>14</td>
              <td>0.136±0.067</td>
              <td>0.275</td>
              <td>0.059</td>
            </tr>
            <tr>
              <td> </td>
              <td> </td>
              <td>14</td>
              <td>Flooding</td>
              <td>0.176±0.035</td>
              <td>0.278</td>
              <td>0.123</td>
              <td>14</td>
              <td>0.187±0.081</td>
              <td>0.313</td>
              <td>0.057</td>
            </tr>
            <tr>
              <td>Sulfate</td>
              <td>mg.L<sup>-1</sup></td>
              <td>14</td>
              <td>Ebbing</td>
              <td>2.137±1.061</td>
              <td>5.293</td>
              <td>1.063</td>
              <td>14</td>
              <td>1.743±0.925</td>
              <td>3.550</td>
              <td>0.897</td>
            </tr>
            <tr>
              <td/>
              <td/>
              <td>14</td>
              <td>Flooding</td>
              <td>2.474±1.241</td>
              <td>5.367</td>
              <td>1.188</td>
              <td>14</td>
              <td>1.992±0.935</td>
              <td>3.983</td>
              <td>1.027</td>
            </tr>
            <tr>
              <td>Total Hardness</td>
              <td>mg.L<sup>-1</sup></td>
              <td>14</td>
              <td>Ebbing</td>
              <td>3.415±1.170</td>
              <td>5.311</td>
              <td>1.241</td>
              <td>14</td>
              <td>8.769±4.962</td>
              <td>18.568</td>
              <td>1.832</td>
            </tr>
            <tr>
              <td/>
              <td/>
              <td>14</td>
              <td>Flooding</td>
              <td>3.101±1.291</td>
              <td>4.671</td>
              <td>0.112</td>
              <td>14</td>
              <td>8.186±5.694</td>
              <td>17.731</td>
              <td>1.792</td>
            </tr>
          </tbody>
        </table>
        <table-wrap-foot>
          <fn id="idm1850201828">
            <label/>
            <p>N: Number of data pertaining to seven (07) sampling points, with 14 data for each seasonal period;         : Average; SD: Standard Deviation.</p>
          </fn>
        </table-wrap-foot>
      </table-wrap>
    </sec>
    <sec id="idm1850203772" sec-type="discussion">
      <title>Discussion</title>
      <p>The more acidic pH values in surface water are due to the influence of soil leaching and riparian forest, which through organic decomposition releases humic and fulvic acids to these aquatic environments <xref ref-type="bibr" rid="ridm1842377236">35</xref><xref ref-type="bibr" rid="ridm1842328068">36</xref><xref ref-type="bibr" rid="ridm1842326844">37</xref><xref ref-type="bibr" rid="ridm1842321012">38</xref>. In the Caeté (Bragança) and Arari (Marajó Island) rivers in the Pará State-Brazil and other Amazonian rivers such as Solimões and Purus, in the Amazonas State, the values of pH and temperature were similar to those recorded in the rivers Arienga and Murucupí, with variations of 3.8 to 7.0 and 25 to 34 °C                    respectively <xref ref-type="bibr" rid="ridm1842375580">30</xref><xref ref-type="bibr" rid="ridm1842317124">39</xref><xref ref-type="bibr" rid="ridm1842347220">40</xref><xref ref-type="bibr" rid="ridm1842321012">38</xref>. The temperature of the surface waters in the Amazonian environments oscillates according to the thermal amplitude of daily and seasonal, being able to vary according in the depth of the river and time of day, with possibility of affecting the characteristics physical, chemical and biological of the aquatic ecosystem<xref ref-type="bibr" rid="ridm1842321012">38</xref>(Alves et al., 2012). The study in the water bodies of Malawi in East Africa pointed to the influence of industrial effluent discharges, with pH values between 6.3 and 7.5 <xref ref-type="bibr" rid="ridm1842347220">40</xref>, similar to the surface waters of the Murucupí River, which were also impacted by domestic and industrial sewage <xref ref-type="bibr" rid="ridm1842341820">41</xref>.</p>
      <p>The highest values of these variables were determined in the Murucupí River, indicating a higher presence of dissolved solids, possibly due to greater anthropic influence through the launching of sewage and deforestation in areas near to its banks. The transport of solid materials in different aquatic environments influences in the rates and types of chemical, biological processes and geomorphic transformations<xref ref-type="bibr" rid="ridm1842340092">42</xref><xref ref-type="bibr" rid="ridm1842338868">43</xref>. As example of these different characteristics, it is observed the values of electrical conductivity in the waters of the Solimões and Purus rivers and their tributaries which had variations from 0.02 to 26.4 μS.cm<sup>-1</sup> in the black waters and from 47 to 122.4 μS.cm<sup>-1</sup> in the white waters<xref ref-type="bibr" rid="ridm1842387532">31</xref>. In the Maracanã River, northeast Pará State-Brazil, TDS values ranged from 10 to 28 mg.L<sup>-1</sup> in distinct seasonal periods and in the Madeirinha and Acará rivers on the left bank of the Madeira River in Amazonas State, this variation was 14.2 to 74.2 mg.L<sup>-1 </sup><xref ref-type="bibr" rid="ridm1842332964">44</xref><xref ref-type="bibr" rid="ridm1842302548">45</xref>. </p>
      <p>The concentrations of DO were higher in the waters of the Arienga River, while the Murucupí River presented less oxygenated water, a fact that can be explained by the greater amount of organic matter in this river due to the release of domestic sewage, biochemical decomposition of organic matter and respiration by the aquatic ecosystem contribute to the reduction of dissolved oxygen in water <xref ref-type="bibr" rid="ridm1842300676">46</xref>. Other studies corroborate this information, for example, DO values in water bodies located in the island of Marajó-PA ranged from 2.98 to 5.29 mg.L<sup>-1</sup> in the rainy season and 2.59 to 5.88 mg.L<sup>-1</sup> in the dry season, the authors consider that the dynamics of this gas in aquatic ecosystems is related to its non-conservative behavior, for example, the decrease of water levels of the rivers in the dry season and the introduction of semidiurnal tides favors the increase of the concentration of dissolved oxygen in surface waters<xref ref-type="bibr" rid="ridm1842321012">38</xref>. Similar values of DO were also recorded in other rivers in Brazil, such as the case of the Cachoeira River in the Bahia State, with values between 4.1 and 7.7 mg.L<sup>-1</sup> and higher values in the Turvo Limpo River in Minas Gerais State, that oscillated between 7.7 and 9.1 mg.L<sup>-1 </sup><xref ref-type="bibr" rid="ridm1842298732">47</xref><xref ref-type="bibr" rid="ridm1842293332">48</xref>. </p>
      <p>The Arienga and Murucupí rivers had a similar distribution in relation to the BOD concentration, the highest records occurred in the rainy season, this fact may be related to the greater amount of organic matter introduced through resuspension processes or by action of the high tides that flooding the river banks, as well as the discharge of domestic sewage in the region <xref ref-type="bibr" rid="ridm1842321012">38</xref>. The concentrations of BOD in the rivers Arienga and Murucupí had similar behavior to the waters of the Parauapebas River, southeastern Pará State-Brazil, the BOD values varied 2.2 and 9.79 mg.L-1 with largest records at points closest to the urban center where the discharges of effluent  are more intense <xref ref-type="bibr" rid="ridm1842287716">49</xref>. Turvo Limpo River in Minas Gerais State presented higher values with ranging from 13.3 to 411 mg.L-1, for the authors of this study, high BOD values may be related to the presence of large amounts of biodegradable biomass and discharge of domestic effluents in the hydrographic basin <xref ref-type="bibr" rid="ridm1842293332">48</xref>.</p>
      <p>The Arienga River presented a distinct behavior in relation to the maximum values of ammonia nitrogen, nitrite and nitrate, with higher concentrations observed in the dry season, while in the Murucupí river, the maximum values were similar between the seasonal periods. The Arienga River may have been influenced by diffuse sources of natural or anthropogenic origin and the Murucupí River most likely suffered greater influence of domestic sewage besides the particulate material leached through rains. In aquatic ecosystems of the Brazil is perceived great anthropic influence, mainly in the dissolved inorganic forms, with emphasis of ammonia nitrogen and nitrate, a reality observed in this study. <xref ref-type="table" rid="idm1841300916">Table 4</xref> shows the values of the nitrogen forms determined in the aquatic ecosystems of different regions of Brazil.</p>
      <table-wrap id="idm1841300916">
        <label>Table 4.</label>
        <caption>
          <title> Ammonia nitrogen, nitrate and nitrite, values in Brazilian waters.</title>
        </caption>
        <table rules="all" frame="box">
          <tbody>
            <tr>
              <td>Author</td>
              <td>Season/Year</td>
              <td>Ammonia(mg.L<sup>-1</sup>)</td>
              <td>Nitrite(mg.L<sup>-1</sup>)</td>
              <td>Nitrate(mg.L<sup>-1</sup>)</td>
              <td>Water Body/Location</td>
            </tr>
            <tr>
              <td>Horbe et al. (2005)<xref ref-type="bibr" rid="ridm1842375580">30</xref></td>
              <td>RAINY (1998)</td>
              <td>0.12 – 0.29</td>
              <td>&lt; LD</td>
              <td>0.02 – 0.16</td>
              <td>Igarapé Água Branca/ Amazonas State</td>
            </tr>
            <tr>
              <td/>
              <td>DRY (1998)</td>
              <td>0.10 – 1.10</td>
              <td>&lt; LD</td>
              <td>0.01 – 0.51</td>
              <td>Puraquequara River/Amazonas State</td>
            </tr>
            <tr>
              <td>Richter et al. (2007)<xref ref-type="bibr" rid="ridm1842276340">53</xref></td>
              <td>N.I (2002/2003)</td>
              <td>0.3 – 33.8</td>
              <td>N.A</td>
              <td>0.80 – 2.70</td>
              <td>Sistema Guarapiranga SP</td>
            </tr>
            <tr>
              <td>Jordão et al. (2007)<xref ref-type="bibr" rid="ridm1842293332">48</xref></td>
              <td>DRY (2005)</td>
              <td>2.8 – 28</td>
              <td>N.A</td>
              <td>0.8 – 7.4</td>
              <td>Turvo Limpo River/Minas Gerais State</td>
            </tr>
            <tr>
              <td>Pinto et al. (2009)<xref ref-type="bibr" rid="ridm1842326844">37</xref></td>
              <td>RAINY (2003)</td>
              <td>0.32 – 0.49</td>
              <td>&lt; LD</td>
              <td>N.A</td>
              <td>Igarapé Tarumã and Porto da Ceasa/ Amazonas State</td>
            </tr>
            <tr>
              <td/>
              <td/>
              <td>1.12 – 9.25</td>
              <td>0.01 – 8.23</td>
              <td>N.A</td>
              <td>Igarapés São Raimundo and Educandos/ Amazonas State</td>
            </tr>
            <tr>
              <td>Aguiar Netto (2013)<xref ref-type="bibr" rid="ridm1842285412">50</xref></td>
              <td>DRY and RAINY (2005/2006)</td>
              <td>&lt; LD – 1.08</td>
              <td>&lt; LD – 0.08</td>
              <td>0.02 – 1.04</td>
              <td>Poxim River/Sergipe State</td>
            </tr>
          </tbody>
        </table>
        <table-wrap-foot>
          <fn id="idm1850104596">
            <label/>
            <p>N.I: Not Informed; &lt;LD: Less Than Limit of Detection; N.A: Not Analyzed.</p>
          </fn>
        </table-wrap-foot>
      </table-wrap>
      <p>Phosphate concentrations were similar in the Arienga and Murucupí rivers, with higher values in the dry period, but without great variations. Values close to those recorded in the present study were observed in other rivers in Brazil, such as the phosphate values recorded in the Tibagi River between 0.02 and 0.35 mg.L<sup>-1</sup>, Paraná State<xref ref-type="bibr" rid="ridm1842284836">51</xref>. The concentration of phosphate near the discharge of industrial effluents in the Igarapé Curuperê River in the municipality of Barcarena-Pará reached 0.220 mg.L<sup>-1</sup>, with values recorded in the margins of this water body varying between 0.050 mg.L<sup>-1</sup> and 0.175 mg.L<sup>- 1</sup>. In all evaluated extension of this water body, the variations were from 0.062 mg.L<sup>-1</sup> to 0.430 mg.L<sup>-1</sup> at ebbing tide and from 0.124 mg.L<sup>-1</sup> to 0.290 mg.L<sup>-1</sup> in the flood tide. In the same area of study, in the Igarapé Dendê, values ranging from 0.010 mg.L<sup>-1</sup> to 0.182 mg.L<sup>-1</sup> were recorded at ebb tide and from 0.050 to 0.110 mg.L<sup>-1</sup> in the flooding tide<xref ref-type="bibr" rid="ridm1842282820">52</xref>. Among the main factors responsible for the increase of phosphate in surface water are the releases of domestic and industrial waste, therefore, the mainly responsible for levels of phosphate in aquatic environments<xref ref-type="bibr" rid="ridm1842298732">47</xref><sup>,</sup><xref ref-type="bibr" rid="ridm1842284836">51</xref>. </p>
      <p>The Arienga and Murucupí rivers presented similar concentrations of sulfate in their waters, however, their highest values were recorded in different periods. The highest concentrations in the Arienga river occurred in the dry period, while in the Murucupí river the maximum values were found in the rainy season. Sulphate concentrations in the two rivers were close to those reported by other authors in studies in Brazil, in most cases the presence of sulfate is related to the geology of the sites, such as those observed in rivers affluent to the rivers Solimões and Purus, with averages of 5.2 mg.L<sup>-1</sup> and 7.7 mg.L<sup>-1</sup>, while in the Solimões and Purus rivers the averages were 7.1 mg.L<sup>-1</sup> and 5.8 mg.L<sup>-1 (31)</sup>. Other authors reported variations from 1.30 mg.L<sup>-1</sup> to 26.5 mg.L<sup>-1</sup> in the Guarapiranga system in São Paulo and from 0.00 mg.L<sup>-1 </sup>to 12.60 mg.L<sup>-1 </sup>in two rivers of the Federal District. Brazil <xref ref-type="bibr" rid="ridm1842276340">53</xref><sup>,</sup><xref ref-type="bibr" rid="ridm1842306364">54</xref>.</p>
      <p>In another study on the Murucupí river, hardness ranged from 11 mg.L<sup>-1</sup> to 21 mg.L<sup>-1</sup> and according to the author, hardness concentrations are typical of the region and the fact that the highest concentrations are found in the period Dry is related to the intrusion of brackish waters of the Marajó Bay in the Barcarena estuarine system<xref ref-type="bibr" rid="ridm1842243692">55</xref>. In the Água Branca stream, mean values of hardness of 0.40 mg.L<sup>-1</sup> were recorded in the rainy season and of 0.29 mg.L<sup>-1</sup> in the dry period and in the Puraquequara stream, the average found was 0.46 mg.L<sup>-1 </sup><sup>(30)</sup>.</p>
      <p>In study in the Ocoí River basin it was used the Principal Component Analysis (PCA), starting from obtained results found that diffuse sources of pollution were more evident and predominant in the rainy season<xref ref-type="bibr" rid="ridm1842241244">56</xref>. The PCA also was used to evaluate the water quality of the Tibagi River in Ponta Grossa, allowed to observe the level of deterioration through point and diffuse sources near the industrial district of the city<xref ref-type="bibr" rid="ridm1842237284">57</xref>. Other study carried in 2007 used this statistical tool to verify if the waters of the Tarumã-Açú River was polluted with the residues of the sanitary landfill near of this hydrographic basin and found that a differentiation in water quality occurred between the points sampled, well as they said that the water body was still able to reduce the impact of the sanitary landfill<xref ref-type="bibr" rid="ridm1842234476">58</xref>. In aquatic systems studied in northern Greece, multivariate analysis helped identify four groups with different physicochemical characteristics and pollution levels<xref ref-type="bibr" rid="ridm1842262988">59</xref>. Likewise, PCA significantly helped in the identification of similar and different quality groups in the extensions of the water bodies evaluated in this study.</p>
    </sec>
    <sec id="idm1850095956" sec-type="conclusions">
      <title>Conclusion</title>
      <p>The variables studied in these water bodies have their concentrations with well-defined trends in relation to rainfall and variation in physicochemical characteristics in the extensions evaluated, either by the action of natural or anthropogenic agents. This environmental behavior is clearly observed for the variables temperature, pH and dissolved oxygen, which presented very similar characteristics in the two rivers, that is, lower values in their sources and increase in the mouths.</p>
      <p>From the multivariate analysis, it can be said that there is a physicochemical difference between the Arienga and Murucupí rivers, where it was possible to observe that the Murucupí River presented higher concentrations for most of the physical-chemical variables analyzed in relation to the Arienga river, indicating that the Arienga River may be more influenced by local geology, while in the Murucupí river both geology and anthropic factors are responsible for its physicochemical characteristics was visualized lower anthropic influence in surrounding of Arienga River, however, demand of the tourists in leisure areas during the dry season may have influenced the levels of nitrogen matter introduced in this water body. The information generated in this study allows us to say that the Murucupí river suffered a greater anthropogenic influence, mainly due to the domestic sewage released in this water body without due treatment, as well as other adjacent contributions that provided different physicochemical characteristics for these waters. The industrial activities developed in this region and other anthropogenic contributions have already caused great damage to certain environmental compartments, among them, the water bodies, through recurrent industrial waste leaks and untreated sewage launching. This information on the physicochemical characteristics of the rivers studied will serve for population, competent authorities and the scientific community in order to take more detailed measures and studies to evaluate the risk factors environmental and population health in region.</p>
    </sec>
    <sec id="idm1850097108">
      <title>Acknowledgment</title>
      <p>Thanks to IEC/FIDESA/MPE-PA Project (Process 001/2007), Evandro Chagas Institute and Federal Rural University of Amazonia for funding, laboratory support, and academic contributions in the surveys. Thanks               Dr. Ricardo de Deus for help with the map elaboration. </p>
    </sec>
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