<?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">
    jep
   </journal-id>
   <journal-title-group>
    <journal-title>
     Journal of Environmental Protection
    </journal-title>
   </journal-title-group>
   <issn pub-type="epub">
    2152-2197
   </issn>
   <issn publication-format="print">
    2152-2219
   </issn>
   <publisher>
    <publisher-name>
     Scientific Research Publishing
    </publisher-name>
   </publisher>
  </journal-meta>
  <article-meta>
   <article-id pub-id-type="doi">
    10.4236/jep.2025.169047
   </article-id>
   <article-id pub-id-type="publisher-id">
    jep-146083
   </article-id>
   <article-categories>
    <subj-group subj-group-type="heading">
     <subject>
      Articles
     </subject>
    </subj-group>
    <subj-group subj-group-type="Discipline-v2">
     <subject>
      Earth 
     </subject>
     <subject>
       Environmental Sciences
     </subject>
    </subj-group>
   </article-categories>
   <title-group>
    Evalutation of Drinking Water Needs for Sustainable Supply to the Town of Tioroniaradougou (North of Ivory Coast)
   </title-group>
   <contrib-group>
    <contrib contrib-type="author" xlink:type="simple">
     <name name-style="western">
      <surname>
       Yao Salomon
      </surname>
      <given-names>
       Kouakou
      </given-names>
     </name>
    </contrib>
    <contrib contrib-type="author" xlink:type="simple">
     <name name-style="western">
      <surname>
       Assoué Kouakou Sylvestre
      </surname>
      <given-names>
       Kouadio
      </given-names>
     </name>
    </contrib>
    <contrib contrib-type="author" xlink:type="simple">
     <name name-style="western">
      <surname>
       Assa Maxime
      </surname>
      <given-names>
       Abbey
      </given-names>
     </name>
    </contrib>
    <contrib contrib-type="author" xlink:type="simple">
     <name name-style="western">
      <surname>
       Zahibo Oscar
      </surname>
      <given-names>
       Onetie
      </given-names>
     </name>
    </contrib>
    <contrib contrib-type="author" xlink:type="simple">
     <name name-style="western">
      <surname>
       Banassiri Aicha
      </surname>
      <given-names>
       Soumahoro
      </given-names>
     </name>
    </contrib>
   </contrib-group> 
   <aff id="affnull">
    <addr-line>
     aDepartment of Geosciences, Faculty of Biological Sciences, Péléforo Gon Coulibaly University, Korhogo, Ivory Coast
    </addr-line> 
   </aff> 
   <pub-date pub-type="epub">
    <day>
     04
    </day> 
    <month>
     09
    </month>
    <year>
     2025
    </year>
   </pub-date> 
   <volume>
    16
   </volume> 
   <issue>
    09
   </issue>
   <fpage>
    891
   </fpage>
   <lpage>
    898
   </lpage>
   <history>
    <date date-type="received">
     <day>
      25,
     </day>
     <month>
      August
     </month>
     <year>
      2025
     </year>
    </date>
    <date date-type="published">
     <day>
      23,
     </day>
     <month>
      August
     </month>
     <year>
      2025
     </year> 
    </date> 
    <date date-type="accepted">
     <day>
      23,
     </day>
     <month>
      September
     </month>
     <year>
      2025
     </year> 
    </date>
   </history>
   <permissions>
    <copyright-statement>
     © 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>
    This thesis focuses on the assessment of potable water needs in the locality of Tioroniaradougou in Ivory Coast, looking ahead to 2030, 2040, and 2050. In a context of rapid population growth, urbanization, and climate change, the study aims to anticipate the future water requirements of the population and propose sustainable solutions for adequate supply. The methodological approach is based on demographic projections, analysis of water allocations per capita, and the calculation of average, maximum, and peak flow rates. It also includes an analysis of existing infrastructure (boreholes, water towers, distribution network) and a reinforcement strategy based on technical criteria (number of boreholes needed, storage volume, etc.). The results show a growing deficit between demand and current capacities. By 2050, the town will need more than 1100 m
    <sup>3</sup>/day, compared to the current capacity of 440 m
    <sup>3</sup>/day, with a storage requirement of 822 m
    <sup>3</sup> versus 80 m
    <sup>3</sup> available. But a prospective study on hydraulic infrastructure will be discussed in another publication.
   </abstract>
   <kwd-group> 
    <kwd>
     Drinking Water
    </kwd> 
    <kwd>
      Tioroniaradougou
    </kwd> 
    <kwd>
      Population Projections
    </kwd> 
    <kwd>
      Water Deficit
    </kwd> 
    <kwd>
      Sustainable Supply
    </kwd>
   </kwd-group>
  </article-meta>
 </front>
 <body>
  <sec id="s1">
   <title>1. Introduction</title>
   <p>Access to drinking water is a major concern for populations around the world <xref ref-type="bibr" rid="scirp.146083-1">
     [1]
    </xref>. Particularly in developing regions, population growth, urbanisation and ageing infrastructure pose major challenges. In many places, particularly in sub-Saharan Africa, infrastructure to supply water was built decades ago and is now struggling to meet the growing needs of populations. The ageing of distribution networks, insufficient available resources and increasing domestic, agricultural and industrial needs are jeopardising the sustainability of drinking water supply systems <xref ref-type="bibr" rid="scirp.146083-2">
     [2]
    </xref>.</p>
   <p>Tioroniaradougou, a town in the semi-arid region of northern Côte d’Ivoire, is a stark example of these difficulties. The scarcity of water resources, combined with sustained population growth <xref ref-type="bibr" rid="scirp.146083-3">
     [3]
    </xref>, makes it arduous to supply drinking water. Recurring droughts, which are a real scourge for the region, exacerbate the situation, threatening the food and health security of the populations of Tioroniaradougou <xref ref-type="bibr" rid="scirp.146083-4">
     [4]
    </xref>. These problems require in-depth studies for the evaluation of actual water needs and the proposal of appropriate strategies to ensure sustainable access to this vital resource. With this in mind, the study will examine two crucial points. First, a study of current water needs will be conducted, followed by a projection of future changes in these needs, taking into account population growth and economic development in the region. But a complementary study on the future of water infrastructure and available water resources will be the subject of another paper.</p>
  </sec><sec id="s2">
   <title>2. Presentation of the Study Area</title>
   <p>Covering an area of 340 km<sup>2</sup>, Tioroniaradougou is a town located in northern Côte d’Ivoire, in the Savanes district, Poro region, near Korhogo (<xref ref-type="fig" rid="fig1">
     Figure 1
    </xref>). It has a tropical Sudano-Guinean climate with a rainy season from May to October and a dry season from October to April <xref ref-type="bibr" rid="scirp.146083-5">
     [5]
    </xref>. Its terrain is relatively flat and it is crossed by several rivers, notably the Bandama and its tributaries. The town’s population is estimated at 5697 inhabitants in 2021 <xref ref-type="bibr" rid="scirp.146083-3">
     [3]
    </xref>. The local economy is based mainly on subsistence and cash crop agriculture, with access to drinking water still limited and uneven.</p>
   <fig id="fig1" position="float">
    <label>Figure 1</label>
    <caption>
     <title>
      <xref ref-type="bibr" rid="scirp.146083-"></xref>Figure 1. Location of Tioroniaradougou town (North of Ivory Coast) (source: Authors).</title>
    </caption>
    <graphic mimetype="image" position="float" xlink:type="simple" xlink:href="https://html.scirp.org/file/6705555-rId15.jpeg?20250926022941" />
   </fig>
  </sec><sec id="s3">
   <title>3. Materials and Methods</title>
   <sec id="s3_1">
    <title>3.1. Materials</title>
    <p>The study used various tools to collect data: a GPS device to geolocate water infrastructure, a volumetric meter to quantify the volume of water produced by the borehole in m<sup>3</sup>/h, and a Photo camera to document the condition of the infrastructure. Specialised software such as QGIS and Origin was used to process the data.</p>
   </sec>
   <sec id="s3_2">
    <title>3.2. Methodology</title>
    <p>(1) Estimation of population</p>
    <p>The population projection is based on the following formula:</p>
    <p>
     <math display="inline" xmlns="http://www.w3.org/1998/Math/MathML"> <mrow> 
       <msub> 
        <mi>
          P 
        </mi> 
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       </msub> 
       <mo>
         = 
       </mo> 
       <msub> 
        <mi>
          P 
        </mi> 
        <mn>
          0 
        </mn> 
       </msub> 
       <mo>
         ∗ 
       </mo> 
       <mrow> 
        <mo>
          ( 
        </mo> 
        <mrow> 
         <mn>
           1 
         </mn> 
         <mo>
           + 
         </mo> 
         <mi>
           α 
         </mi> 
        </mrow> 
        <mo>
          ) 
        </mo> 
       </mrow> 
       <mrow> 
        <mo>
          ( 
        </mo> 
        <mrow> 
         <msub> 
          <mi>
            N 
          </mi> 
          <mi>
            i 
          </mi> 
         </msub> 
         <mo>
           − 
         </mo> 
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          <mi>
            N 
          </mi> 
          <mn>
            0 
          </mn> 
         </msub> 
        </mrow> 
        <mo>
          ) 
        </mo> 
       </mrow> 
      </mrow> 
     </math> <xref ref-type="bibr" rid="scirp.146083-6">
      [6]
     </xref> (1)</p>
    <p>with:</p>
    <p>P<sub>n</sub>: Population of year n;</p>
    <p>P<sub>0</sub>: Population in the reference year, taken in 2021, corresponding to the latest population and habitat census in Ivory Coast;</p>
    <p>N<sub>i</sub>: year i;</p>
    <p>N<sub>0</sub>: reference year;</p>
    <p>α∶ rural growth rate 2.50% <xref ref-type="bibr" rid="scirp.146083-3">
      [3]
     </xref></p>
    <p>The estimation will be made for the following time horizons:</p>
    <p>(2) Choice of reference demand and increase in water dotation</p>
    <p>1) Choice of reference dotation</p>
    <p>
     <xref ref-type="bibr" rid="scirp.146083-7">
      [7]
     </xref> established a baseline for basic human water dotation, emphasising the importance of ensuring that everyone has enough water for survival, health and hygiene. According to his research, basic water dotation can be divided into several categories:</p>
    <p>2) Method for calculating the increase in the dotation</p>
    <p>Water dotation depends on the level of development of the village:</p>
    <p>
     <math display="inline" xmlns="http://www.w3.org/1998/Math/MathML"> <mrow> 
       <msub> 
        <mi>
          D 
        </mi> 
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        </mi> 
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       <mo>
         = 
       </mo> 
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        </mi> 
        <mn>
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            ( 
          </mo> 
          <mrow> 
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            ) 
          </mo> 
         </mrow> 
        </mrow> 
        <mi>
          n 
        </mi> 
       </msup> 
      </mrow> 
     </math> <xref ref-type="bibr" rid="scirp.146083-8">
      [8]
     </xref> (2)</p>
    <p>For this study, we will take a growth rate of 2% in urban areas <xref ref-type="bibr" rid="scirp.146083-1">
      [1]
     </xref></p>
    <p>
     <xref ref-type="bibr" rid="scirp.146083-"></xref>(3) Method for calculating average daily consumption (Q<sub>m</sub><sub>.</sub><sub>j</sub>)</p>
    <p>
     <math display="inline" xmlns="http://www.w3.org/1998/Math/MathML"> <mrow> 
       <msub> 
        <mi>
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        </mi> 
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         </mi> 
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         </mi> 
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          </mi> 
          <mn>
            2 
          </mn> 
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        </mrow> 
        <mo>
          ) 
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          ( 
        </mo> 
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            </mtext> 
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              3 
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          </mo> 
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            j 
          </mtext> 
         </mrow> 
        </mrow> 
        <mo>
          ) 
        </mo> 
       </mrow> 
      </mrow> 
     </math> (OMS, 2015) (3)</p>
    <p>Calculation of water requirements for domestic use (Q<sub>1</sub>) and social and economic activities (Q<sub>2</sub>) Requirements for domestic use (1):</p>
    <p>
     <math display="inline" xmlns="http://www.w3.org/1998/Math/MathML"> <mrow> 
       <msub> 
        <mi>
          Q 
        </mi> 
        <mn>
          1 
        </mn> 
       </msub> 
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         = 
       </mo> 
       <mi>
         P 
       </mi> 
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         ∗ 
       </mo> 
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       </mi> 
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          ( 
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            j 
          </mtext> 
         </mrow> 
        </mrow> 
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          ) 
        </mo> 
       </mrow> 
      </mrow> 
     </math> <xref ref-type="bibr" rid="scirp.146083-7">
      [7]
     </xref> (4)</p>
    <p>Social water needs and those of economic activities (2).</p>
    <p>For social water needs and those of economic activities, a rate of 10% of domestic needs will be used <xref ref-type="bibr" rid="scirp.146083-8">
      [8]
     </xref>.</p>
    <p>
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         0.1 
       </mn> 
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          </mtext> 
         </mrow> 
        </mrow> 
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          ) 
        </mo> 
       </mrow> 
      </mrow> 
     </math> (5)</p>
    <p>(4) Maximum daily flow (Q<sub>max</sub><sub>.</sub><sub>j</sub>)</p>
    <p>
     <math display="inline" xmlns="http://www.w3.org/1998/Math/MathML"> <mrow> 
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        </mi> 
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        </mn> 
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          </mtext> 
         </mrow> 
        </mrow> 
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          ) 
        </mo> 
       </mrow> 
      </mrow> 
     </math> (6)</p>
    <p>Avec K<sub>1</sub> = hourly coefficient of variation, equivalent to 1.2 <xref ref-type="bibr" rid="scirp.146083-9">
      [9]
     </xref></p>
    <p>(5) Point of flow (Q<sub>ph</sub><sub>.</sub><sub>max</sub><sub>.</sub>)</p>
    <p>
     <math display="inline" xmlns="http://www.w3.org/1998/Math/MathML"> <mrow> 
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          Q 
        </mi> 
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         </mi> 
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         </mi> 
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           . 
         </mo> 
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         </mi> 
        </mrow> 
       </msub> 
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        <mi>
          K 
        </mi> 
        <mn>
          0 
        </mn> 
       </msub> 
       <mrow> 
        <mo>
          ( 
        </mo> 
        <mrow> 
         <mrow> 
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            </mtext> 
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            </mtext> 
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          </mo> 
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            h 
          </mtext> 
         </mrow> 
        </mrow> 
        <mo>
          ) 
        </mo> 
       </mrow> 
      </mrow> 
     </math> (7)</p>
    <p>(With K<sub>0</sub> hourly variation coefficient = 1.2) <xref ref-type="bibr" rid="scirp.146083-10">
      [10]
     </xref></p>
    <p>(6) Maximum Daily Flow Rate Produced (Q<sub>max</sub><sub>.</sub><sub>P</sub>)</p>
    <p>
     <math display="inline" xmlns="http://www.w3.org/1998/Math/MathML"> <mrow> 
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            Q 
          </mi> 
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          ] 
        </mo> 
       </mrow> 
      </mrow> 
     </math> (8)</p>
    <p>Here, a margin of 20% is added to account for eventual losses in the network or unforeseen additional needs <xref ref-type="bibr" rid="scirp.146083-10">
      [10]
     </xref>.</p>
    <p>(7) Modelling of water consumption based on population</p>
    <p>To analyse the relationship between two variables, such as consumption as a function of population, Origin software was used as a statistical analysis tool.</p>
    <p>After obtaining the data (population and consumption), it was entered into Origin in two columns. The software was then used to plot a scatter diagram representing the relationship between the two variables, and then to apply a linear regression using the option “Fit Linear”.</p>
    <p>The software automatically generates the regression line equation, the coefficients (slope and intercept), and associated statistical values such as standard errors, t-tests, p-values, correlation coefficient (r) and coefficient of determination (R<sup>2</sup>). These results allow you to carry out an evaluation of the validity of the model and interpret the effect of the independent variable on the dependent variable. Origin also facilitates the visualisation of results and allows you to make predictions based on the model obtained.</p>
   </sec>
  </sec><sec id="s4">
   <title>4. Results and Discussion</title>
   <sec id="s4_1">
    <title>4.1. Water Needs Evaluation</title>
    <p>The population growth of Tioroniaradougou (<xref ref-type="fig" rid="fig2">
      Figure 2
     </xref>) reveals a significant increase in population, from 3786 inhabitants in 2014 to an estimated 11,659 inhabitants in 2050, or 208%. This trend is consistent with the dynamics observed in other West African cities. For example, <xref ref-type="bibr" rid="scirp.146083-11">
      [11]
     </xref> reports population growth of 2.8% in Bobo-Dioulasso, while <xref ref-type="bibr" rid="scirp.146083-12">
      [12]
     </xref> observes an increase of 3.1% in Bamako. Such demographic pressure inevitably leads to an increase in water needs, making it essential to adapt infrastructure to supply water in order to avoid water stress.</p>
    <fig id="fig2" position="float">
     <label>Figure 2</label>
     <caption>
      <title>
       <xref ref-type="bibr" rid="scirp.146083-"></xref>Figure 2. Population growth in Tioroniaradougou (2014-2050).</title>
     </caption>
     <graphic mimetype="image" position="float" xlink:type="simple" xlink:href="https://html.scirp.org/file/6705555-rId32.jpeg?20250926022944" />
    </fig>
    <p>The increase in water supply per capita will rise from 44 l/day/capita in 2014 to 89 l/day/capita in 2050, reflecting the expected improvement in living conditions and climate variations. According to <xref ref-type="bibr" rid="scirp.146083-13">
      [13]
     </xref>, this increase is often the result of sustained investment in drinking water infrastructure. <xref ref-type="bibr" rid="scirp.146083-14">
      [14]
     </xref> also emphasise that urban growth leads to a proportional increase in water demand. This trend implies the need for a gradual strengthening of water services to accompany socio-economic transformations (<xref ref-type="fig" rid="fig3">
      Figure 3
     </xref>).</p>
    <fig id="fig3" position="float">
     <label>Figure 3</label>
     <caption>
      <title>
       <xref ref-type="bibr" rid="scirp.146083-"></xref>Figure 3. Evolution of water dotation (2014-2050).</title>
     </caption>
     <graphic mimetype="image" position="float" xlink:type="simple" xlink:href="https://html.scirp.org/file/6705555-rId33.jpeg?20250926022944" />
    </fig>
    <p>The increase in average daily consumption, reaching 1146 m<sup>3</sup>/day in 2050 compared to 182 m<sup>3</sup>/day in 2014, is a clear indicator of the growing pressure on water resources and water infrastructure. <xref ref-type="bibr" rid="scirp.146083-15">
      [15]
     </xref> point out that this consumption is growing rapidly in areas where living standards are improving, while <xref ref-type="bibr" rid="scirp.146083-16">
      [16]
     </xref> show that consumption can increase faster than the population itself. It is therefore essential to anticipate future needs in order to ensure rational and sustainable management of available resources (<xref ref-type="fig" rid="fig4">
      Figure 4
     </xref>).</p>
    <fig id="fig4" position="float">
     <label>Figure 4</label>
     <caption>
      <title>
       <xref ref-type="bibr" rid="scirp.146083-"></xref>Figure 4. Evolution of average daily consumption.</title>
     </caption>
     <graphic mimetype="image" position="float" xlink:type="simple" xlink:href="https://html.scirp.org/file/6705555-rId34.jpeg?20250926022945" />
    </fig>
    <p>Maximum daily consumption will reach 1376 m<sup>3</sup>/day in 2050 (<xref ref-type="fig" rid="fig5">
      Figure 5
     </xref>). This consumption highlights challenges related to peak demand. According to <xref ref-type="bibr" rid="scirp.146083-17">
      [17]
     </xref>, these peaks can intensify water stress, particularly during periods of heat or drought. <xref ref-type="bibr" rid="scirp.146083-18">
      [18]
     </xref> add that climatic factors and urban economic fluctuations directly influence maximum daily demand. It is therefore imperative to incorporate these variables into water management planning in order to avoid service disruptions.</p>
    <fig id="fig5" position="float">
     <label>Figure 5</label>
     <caption>
      <title>
       <xref ref-type="bibr" rid="scirp.146083-"></xref>Figure 5. Evolution of maximum daily consumption.</title>
     </caption>
     <graphic mimetype="image" position="float" xlink:type="simple" xlink:href="https://html.scirp.org/file/6705555-rId35.jpeg?20250926022945" />
    </fig>
    <p>The linear relationship obtained between population and water consumption in Tioroniaradougou, through the equation Y = −374.54734 + 0.12513X, has a coefficient of determination R<sup>2</sup> = 0.97 and a negative ordinate at the origin. This is justified by the fact that this model is intended solely to make forecasts within the observed range of demographic data. This result confirms the existence of a strong link between population growth and increased consumption <xref ref-type="bibr" rid="scirp.146083-19">
      [19]
     </xref>. Indeed, 97% of the observed variations in water consumption can be explained by population growth. Statistical analysis of the model (F value = 148.17; p-value = 0.00026) confirms its significance. The goodness-of-fit and Pearson’s correlation coefficient (r = 0.98) show that population growth is a relevant predictor of consumption (<xref ref-type="fig" rid="fig6">
      Figure 6
     </xref>).</p>
    <fig id="fig6" position="float">
     <label>Figure 6</label>
     <caption>
      <title>
       <xref ref-type="bibr" rid="scirp.146083-"></xref>Figure 6. Correlation between water consumption and population.</title>
     </caption>
     <graphic mimetype="image" position="float" xlink:type="simple" xlink:href="https://html.scirp.org/file/6705555-rId36.jpeg?20250926022946" />
    </fig>
   </sec>
  </sec><sec id="s5">
   <title>5. General Conclusion</title>
   <p>The study conducted in Tioroniaradougou revealed the scale of the challenges associated with drinking water supply in a context of rapid population growth and low water capacity. Through a rigorous analysis of demographic data, water demand, average daily consumption, and maximum daily consumption will increase significantly by 2050. By the time horizon 2050, these figures will reach 89 l/day/inhabitant, 1146 m<sup>3</sup>/day and 1376 m<sup>3</sup>/day respectively. The linear relationship obtained between population and water consumption shows a strong link between population growth and increased consumption, with a coefficient of determination of 97%. These projections for a time horizon of 2050 show a significant increase in water demand, requiring urgent adaptation of infrastructure.</p>
  </sec>
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