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  <front>
    <journal-meta><journal-id journal-id-type="publisher">DWES</journal-id><journal-title-group>
    <journal-title>Drinking Water Engineering and Science</journal-title>
    <abbrev-journal-title abbrev-type="publisher">DWES</abbrev-journal-title><abbrev-journal-title abbrev-type="nlm-ta">Drink. Water Eng. Sci.</abbrev-journal-title>
  </journal-title-group><issn pub-type="epub">1996-9465</issn><publisher>
    <publisher-name>Copernicus Publications</publisher-name>
    <publisher-loc>Göttingen, Germany</publisher-loc>
  </publisher></journal-meta>
    <article-meta>
      <article-id pub-id-type="doi">10.5194/dwes-12-45-2019</article-id><title-group><article-title>Water reclamation for industrial use in sub-Saharan Africa – a critical
review</article-title><alt-title>Water reclamation for industrial use in sub-Saharan Africa</alt-title>
      </title-group><?xmltex \runningtitle{Water reclamation for industrial use in sub-Saharan Africa}?><?xmltex \runningauthor{N. J. Gulamussen et al.}?>
      <contrib-group>
        <contrib contrib-type="author" corresp="yes" rid="aff1 aff2">
          <name><surname>Gulamussen</surname><given-names>Noor Jehan</given-names></name>
          <email>n.j.gulamussen@tudelft.nl</email>
        <ext-link>https://orcid.org/0000-0002-2443-0545</ext-link></contrib>
        <contrib contrib-type="author" corresp="no" rid="aff1">
          <name><surname>Arsénio</surname><given-names>André Marques</given-names></name>
          
        <ext-link>https://orcid.org/0000-0002-2627-4072</ext-link></contrib>
        <contrib contrib-type="author" corresp="no" rid="aff2">
          <name><surname>Matsinhe</surname><given-names>Nelson Pedro</given-names></name>
          
        </contrib>
        <contrib contrib-type="author" corresp="no" rid="aff1">
          <name><surname>Rietveld</surname><given-names>Louis Cornelis</given-names></name>
          
        </contrib>
        <aff id="aff1"><label>1</label><institution>Faculty of Civil Engineering and Geosciences, Delft University of
Technology, <?xmltex \hack{\break}?>P.O. Box 5048, 2600 GA Delft, the Netherlands</institution>
        </aff>
        <aff id="aff2"><label>2</label><institution>Faculty of Engineering, Eduardo Mondlane University, P.O. Box 257,
Maputo, Mozambique</institution>
        </aff>
      </contrib-group>
      <author-notes><corresp id="corr1">Noor Jehan Gulamussen (n.j.gulamussen@tudelft.nl)</corresp></author-notes><pub-date><day>1</day><month>October</month><year>2019</year></pub-date>
      
      <volume>12</volume>
      <issue>2</issue>
      <fpage>45</fpage><lpage>58</lpage>
      <history>
        <date date-type="received"><day>29</day><month>June</month><year>2018</year></date>
           <date date-type="rev-request"><day>4</day><month>September</month><year>2018</year></date>
           <date date-type="rev-recd"><day>25</day><month>June</month><year>2019</year></date>
           <date date-type="accepted"><day>16</day><month>July</month><year>2019</year></date>
      </history>
      <permissions>
        <copyright-statement>Copyright: © 2019 Noor Jehan Gulamussen et al.</copyright-statement>
        <copyright-year>2019</copyright-year>
      <license license-type="open-access"><license-p>This work is licensed under the Creative Commons Attribution 4.0 International License. To view a copy of this licence, visit <ext-link ext-link-type="uri" xlink:href="https://creativecommons.org/licenses/by/4.0/">https://creativecommons.org/licenses/by/4.0/</ext-link></license-p></license></permissions><self-uri xlink:href="https://dwes.copernicus.org/articles/12/45/2019/dwes-12-45-2019.html">This article is available from https://dwes.copernicus.org/articles/12/45/2019/dwes-12-45-2019.html</self-uri><self-uri xlink:href="https://dwes.copernicus.org/articles/12/45/2019/dwes-12-45-2019.pdf">The full text article is available as a PDF file from https://dwes.copernicus.org/articles/12/45/2019/dwes-12-45-2019.pdf</self-uri>
      <abstract><title>Abstract</title>
    <p id="d1e115">The increasing world population and growth of industrial
development lead to growing water scarcity that, combined with deficient
sanitation services, represents serious challenges, particularly in regions
like sub-Saharan Africa. Water reclamation is a promising approach to reduce
water scarcity, serving as a driving force for better sanitation services
and protecting the environment by treating sewage and redistributing for the
benefit of other water-dependent applications (e.g., industries).</p>
    <p id="d1e118">This paper aims to give an overview of the global trends on water
reclamation, with a focus on industrial use, and to derive lessons for
implementation of water reclamation projects in sub-Saharan Africa. Findings
show that extensive experience exists in technology and management practices
that can allow successful implementation of water reclamation projects in
the region. Under the conditions of deficient sanitation services and low
levels of technical expertise, the main challenge is to develop a framework
that can facilitate the integration of social and technological
methodologies and help in introducing water reclamation in water allocation
planning, including the development of specific legislation for industrial
water use and disposal.</p>
  </abstract>
    </article-meta>
  </front>
<body>
      

<sec id="Ch1.S1" sec-type="intro">
  <label>1</label><title>Introduction</title>
      <p id="d1e130">The importance of water reclamation as a way of supplementing water supply
needs, improving sanitation services through wastewater treatment and
disposal, and maintaining a sustainable environment is commonly acknowledged
(Kennedy and
Tsuchihashi, 2005; Lazarova et al., 2012, 2013; Miller, 2006; Yerri and
Piratla, 2019). The use of reclaimed water increases the total available
water supply, substituting drinking water where appropriate
(Asano, 2005) and preserving the health of waterways,
wetlands, flora and fauna (Asano,
2005; Toze, 2006). In addition, reclaimed water, originating from sewage,
contains nutrients; thus, if this water is used to irrigate agricultural
land, less fertilizer is required for crop growth, therefore reducing the
level of nutrients and other pollutants entering waterways and sensitive
marine environments (Cornejo
et al., 2016; Sapkota, 2019; Eslasmain, 2016; Toze, 2006). Furthermore,
reclaimed water can often be found near the point of use, reducing pumping
costs and eliminating the need to negotiate with neighboring countries for
increased water supplies (Lee and Tan, 2016; Smith,
2011). Using reclaimed water, scarcity, environmental pollution and human-health issues can be addressed and can positively impact the quality of the
urban environment and lead to improved urban health (Rietveld et al., 2016; Salgot and Folch, 2018).
There are a wide variety of water reclamation applications, including
irrigation, industry water supply, non-potable urban uses, environmental and
recreational enhancement, and even direct consumption (Angelakis and Gikas, 2014; Lazarova et al., 2012; Van der
Bruggen, 2010; USEPA, 2012).</p>
      <?pagebreak page46?><p id="d1e133">The global practice of water reclamation in the world is growing
(Chhipi-Shrestha et al., 2019); the global reclamation
capacity was projected to have increased from <inline-formula><mml:math id="M1" display="inline"><mml:mrow><mml:mn mathvariant="normal">33.7</mml:mn><mml:mo>×</mml:mo><mml:msup><mml:mn mathvariant="normal">10</mml:mn><mml:mn mathvariant="normal">6</mml:mn></mml:msup></mml:mrow></mml:math></inline-formula> m<inline-formula><mml:math id="M2" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">3</mml:mn></mml:msup></mml:math></inline-formula> d<inline-formula><mml:math id="M3" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula> in
2010 to <inline-formula><mml:math id="M4" display="inline"><mml:mrow><mml:mn mathvariant="normal">54.5</mml:mn><mml:mo>×</mml:mo><mml:msup><mml:mn mathvariant="normal">10</mml:mn><mml:mn mathvariant="normal">6</mml:mn></mml:msup></mml:mrow></mml:math></inline-formula> m<inline-formula><mml:math id="M5" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">3</mml:mn></mml:msup></mml:math></inline-formula> d<inline-formula><mml:math id="M6" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula> in 2015 (Eslasmain,
2016). Case studies also show that significant advances in water reclamation
have occurred in arid regions including Australia, China, Mediterranean
countries, the Middle East, and the US (Lazarova et al.,
2013). In temperate regions, water reclamation is characterized by fast
development in particular for industrial applications and in environmental
and urban water reclamation (Lazarova et
al., 2013; Rietveld et al., 2011; Van Agtmaal et al., 2007).</p>
      <p id="d1e209">The expansion of water reclamation on the global scale has been driven by
multiple factors: pressure on water resources derived from climate change
(Nazari et al., 2012; Jiménez et al.,
2010); water stress derived from population growth and, consequently, growth
of cities that challenge the water resources and sanitation systems (Lautze
et al., 2014); environmental and economic concerns that limit the use of
other solutions to combat water scarcity, such as long-distance water
transfer, construction of large dams and desalination (GWI, 2010); and
increased confidence in and reduced costs of membrane and disinfection
technologies, which provide assurance of the safety of reclaimed water blended
into reservoirs or aquifers for potable uses (GWI, 2010).</p>
      <p id="d1e212">In high-income countries, the total water usage for industry corresponds to
41 % of the total water demand, while in low-income countries, only 3 %
is used for industry (World Bank, 2015). Although the
industrial withdrawal tends to rise, estimated at <inline-formula><mml:math id="M7" display="inline"><mml:mrow><mml:mn mathvariant="normal">1.9</mml:mn><mml:mo>×</mml:mo><mml:msup><mml:mn mathvariant="normal">10</mml:mn><mml:mn mathvariant="normal">9</mml:mn></mml:msup></mml:mrow></mml:math></inline-formula> m<inline-formula><mml:math id="M8" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">3</mml:mn></mml:msup></mml:math></inline-formula> d<inline-formula><mml:math id="M9" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula> in 1995 to about <inline-formula><mml:math id="M10" display="inline"><mml:mrow><mml:mn mathvariant="normal">3.2</mml:mn><mml:mo>×</mml:mo><mml:msup><mml:mn mathvariant="normal">10</mml:mn><mml:mn mathvariant="normal">9</mml:mn></mml:msup></mml:mrow></mml:math></inline-formula> m<inline-formula><mml:math id="M11" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">3</mml:mn></mml:msup></mml:math></inline-formula> d<inline-formula><mml:math id="M12" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula> by 2025
(Holden, 2013), the rate of increase will slow down
as the industries adopt water-saving and water-recycling practices.
Globally, 20 % of reclaimed water is used in industrial applications,
competing with agriculture (70 %) and municipal (10 %) uses
(GWI, 2010; Lautze et
al., 2014).</p>
      <p id="d1e289">Industrial water use can be grouped as cooling, boiler feed and process
water (Visvanathan, 1999). The uses are very diverse and include
washing and rinsing, equipment operation, product transport, manufacturing
and construction activities (Lautze et al., 2014;
Vigneswaran and Sundaravadivel, 2009). Although cooling water is the most
water-demanding process in industry (EUROSTAT, 2014), with
two-thirds of all industrial water being used for cooling
(Lens et al., 2002), the percentage of reduction by
using reclaimed water largely depends on the demand of the recirculating
cooling system (Hunter, 2001).</p>
      <p id="d1e292">Despite the great application potential in terms of water needs
(Almeida et al., 2013), the market
for reclaimed water for industry is still awaiting a wider implementation
(Ordóñez et al., 2014). Information about
the means, methods and technologies for implementing water reclamation best
practices in industry exists and is well known (Emanuel, 2010;
NWRS, 2011), and this information can be used to define and refine technical
water reclamation solutions in sub-Saharan Africa (WBCSD –
IWA, 2009). Therefore, water reclamation for industrial use is
reviewed herein, considering the global trends, water flow and quality
requirements for different uses, and the possibility of using reclaimed water
as an alternative for fresh surface or groundwater for industries in
sub-Saharan Africa.</p>
</sec>
<sec id="Ch1.S2">
  <label>2</label><title>Global trends in water reclamation for industrial use</title>
<sec id="Ch1.S2.SS1">
  <label>2.1</label><title>Driving forces for water reclamation</title>
      <p id="d1e310">Water reclamation for industries is mostly driven by low availability of
local water, either due to limited sources of water or intense competition
for supply. Both factors are sometimes reflected by high industrial water
tariffs (Jiménez-Cisneros, 2014). However, the major
factors limiting the use of reclaimed water in industry are, among others,
ensuring continuous operation without resulting in water shortage, meeting
quality standards, producing at acceptable costs and acceptability of the
use of reclaimed water by industries (Toze, 2006; Ordóñez et
al., 2014).</p>
      <p id="d1e313">The dynamics of water reclamation for industrial use are also influenced by
factors such as economic development priorities, environmental and climatic
factors, social acceptance, and availability of financial resources
(Lautze et al., 2014).
Table 1 presents general drivers for and main
applications of water reclamation for industrial use in different regions of
the world. In developed countries, aside from water scarcity, water
reclamation for industrial use is driven by environmental concerns, with
sewage treatment plant effluent typically utilized for purposes such as
cooling, boiler feeds, condensing and steam production, firefighting, and
dust mitigation; in developing countries water reclamation is primarily
driven by water scarcity.</p>
      <p id="d1e316">These drivers can thus be connected not only to the socioeconomic context in which
the projects are executed but also to governmental support, public–private
partnerships (PPPs), stakeholder involvement, savings in water needs, and economic
and environmental benefits.</p>

<?xmltex \floatpos{t}?><table-wrap id="Ch1.T1" specific-use="star"><?xmltex \currentcnt{1}?><label>Table 1</label><caption><p id="d1e323">Regional variation in water reclamation for industrial application.</p></caption><oasis:table frame="topbot"><oasis:tgroup cols="4">
     <oasis:colspec colnum="1" colname="col1" align="left"/>
     <oasis:colspec colnum="2" colname="col2" align="left"/>
     <oasis:colspec colnum="3" colname="col3" align="left"/>
     <oasis:colspec colnum="4" colname="col4" align="left"/>
     <oasis:thead>
       <oasis:row rowsep="1">
         <oasis:entry colname="col1">Region</oasis:entry>
         <oasis:entry colname="col2">Drivers</oasis:entry>
         <oasis:entry colname="col3">Main application(s)</oasis:entry>
         <oasis:entry colname="col4">References</oasis:entry>
       </oasis:row>
     </oasis:thead>
     <oasis:tbody>
       <oasis:row>
         <oasis:entry colname="col1">Northern</oasis:entry>
         <oasis:entry colname="col2">– High industrial water demand</oasis:entry>
         <oasis:entry colname="col3">Cooling</oasis:entry>
         <oasis:entry colname="col4">(Asano and Jimenez, 2008; USEPA, 1992;</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1">Europe</oasis:entry>
         <oasis:entry colname="col2">in highly populated areas</oasis:entry>
         <oasis:entry colname="col3"/>
         <oasis:entry colname="col4">Ryan, 2016; Marecos do Monte,</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1"/>
         <oasis:entry colname="col2">– Resource efficiency</oasis:entry>
         <oasis:entry colname="col3"/>
         <oasis:entry colname="col4">2007; Angelakis and Gikas, 2014)</oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">
         <oasis:entry colname="col1"/>
         <oasis:entry colname="col2">– Environmental concerns</oasis:entry>
         <oasis:entry colname="col3"/>
         <oasis:entry colname="col4"/>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1">North</oasis:entry>
         <oasis:entry colname="col2">– Water scarcity</oasis:entry>
         <oasis:entry colname="col3">Process water, cooling,</oasis:entry>
         <oasis:entry colname="col4">(Asano and Jimenez, 2008; USEPA,</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1">America</oasis:entry>
         <oasis:entry colname="col2">– Cost effectiveness of reclaimed</oasis:entry>
         <oasis:entry colname="col3">condensing and steam</oasis:entry>
         <oasis:entry colname="col4">1992; Schaefer et al., 2004;  Smith,</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1"/>
         <oasis:entry colname="col2">water and resource efficiency</oasis:entry>
         <oasis:entry colname="col3">generation</oasis:entry>
         <oasis:entry colname="col4">2015)</oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">
         <oasis:entry colname="col1"/>
         <oasis:entry colname="col2">– Environmental concerns</oasis:entry>
         <oasis:entry colname="col3"/>
         <oasis:entry colname="col4"/>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1">Asia</oasis:entry>
         <oasis:entry colname="col2">– Water scarcity</oasis:entry>
         <oasis:entry colname="col3">Cooling, washing and</oasis:entry>
         <oasis:entry colname="col4">(Asano and Jimenez, 2008; Indian</oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">
         <oasis:entry colname="col1"/>
         <oasis:entry colname="col2">– Political pressure</oasis:entry>
         <oasis:entry colname="col3">process water</oasis:entry>
         <oasis:entry colname="col4">Institutes of Technology, 2011; USEPA, 1992)</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1">Australia</oasis:entry>
         <oasis:entry colname="col2">– Water scarcity</oasis:entry>
         <oasis:entry colname="col3">Cooling, boiler feed,</oasis:entry>
         <oasis:entry colname="col4">(Asano and Jimenez, 2008; USEPA,</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1"/>
         <oasis:entry colname="col2">– Environmental concerns</oasis:entry>
         <oasis:entry colname="col3">firefighting and dust</oasis:entry>
         <oasis:entry colname="col4">1992; Apostolidis et al., 2011)</oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">
         <oasis:entry colname="col1"/>
         <oasis:entry colname="col2"/>
         <oasis:entry colname="col3">suppression</oasis:entry>
         <oasis:entry colname="col4"/>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1">Southern</oasis:entry>
         <oasis:entry colname="col2">– Water scarcity</oasis:entry>
         <oasis:entry colname="col3">Cooling, mining and</oasis:entry>
         <oasis:entry colname="col4">(Indian Institute of Technology, 2011)</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1">Africa</oasis:entry>
         <oasis:entry colname="col2"/>
         <oasis:entry colname="col3">process water</oasis:entry>
         <oasis:entry colname="col4"/>
       </oasis:row>
     </oasis:tbody>
   </oasis:tgroup></oasis:table></table-wrap>

</sec>
<sec id="Ch1.S2.SS2">
  <label>2.2</label><title>Socioeconomic and political context</title>
      <p id="d1e579">The regional variations in water reclamation indicate that most projects,
executed in industry, are centered in developed countries, where water use
for industries is higher than in developing countries. There are a number of
conditions in developing countries that impact the potential for water
reclamation, such as lack of wastewater collection and inadequate treatment
systems (Bendahmane, 1992). Despite this, severe water shortages
and growing interest in ecological systems have led the city of Durban,
South Africa, to implement water reclamation for several demanding
industries (Dereschel et al., 1998; Eckart et
al., 2011).</p>
      <p id="d1e582">Establishing effective and equitable management practices requires
knowledge, expertise, and investment at political, institutional and
technical levels. In cases where governments were committed to minimize
water shortage or protect the environment, the projects were successful
(Lautze et al.,<?pagebreak page47?> 2014;
Lazarova et al., 2013). Some actions required the development and
application of regulatory actions with stringent influent requirements and
tariffs to force industries to implement new technologies and strategies to
use reclaimed water (Grobicki, 2008).</p>
      <p id="d1e585">The city of Sydney experienced three severe droughts in the last two
centuries, which challenged the government to improve the understanding of
the potential impacts of climate change on water availability and demand. As
a result, the city conducted studies in order to increase water reclamation
and reduce demand (Water for Life, 2006).</p>
      <p id="d1e588">In order to reduce the dependence on water imported from neighboring
Malaysia, the government of Singapore secured the availability of funds and
incentives for industries that use reclaimed water (Lee
and Tan, 2016; PUB, 2014).</p>
      <p id="d1e592">The state of Karnataka, India, also faces water shortages due to population
growth and expansion of industrial activities (Government of
Karnakata, 2012). Therefore, the state government planned the implementation
of subsidies for up to 75 % of the cost of equipment for water reclamation
by “small and medium manufacturing enterprises” (Freedman and
Enssle, 2015; Government of Karnakata, 2012).</p>
</sec>
<sec id="Ch1.S2.SS3">
  <label>2.3</label><title>Public–private partnerships and stakeholder involvement</title>
      <p id="d1e603">One particular challenge is to reconcile the need for tariffs that encourage
the use of reclaimed water with availability of financing for water
reclamation projects (Molinos-Senante et al.,
2013). PPPs can offer a combination of cost and
performance benefits that municipal and industrial clients require
(Lloyd Owen, 2016). Lloyd Owen (2016), having evaluated 2714 water projects, noted the existence of 72
water reclamation projects (for all applications) in 2014 under PPPs covering
29.44 million people, with a total capacity of <inline-formula><mml:math id="M13" display="inline"><mml:mrow><mml:mn mathvariant="normal">11.80</mml:mn><mml:mo>×</mml:mo><mml:msup><mml:mn mathvariant="normal">10</mml:mn><mml:mn mathvariant="normal">6</mml:mn></mml:msup></mml:mrow></mml:math></inline-formula> m<inline-formula><mml:math id="M14" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">3</mml:mn></mml:msup></mml:math></inline-formula> d<inline-formula><mml:math id="M15" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula> and
more than half of the projects being located in areas of high water stress.</p>
      <p id="d1e642">The integration of all relevant institutions and stakeholders in the
planning and design of water reclamation projects can reduce the risk of
failure and increase the cost effectiveness of the projects (Lautze
et al., 2014; Giurco et al., 2010). Lloyd Owen (2016)
also showed that water reclamation projects had not ended before the
deadline, which is in contrast to general water projects, indicating the
complexity of implementing water reclamation schemes. Therefore, water
reclamation opportunities must be identified and cost efficiencies optimized
by the stakeholders' involvement through synergy development and exploration
of cogeneration opportunities. If the end users' preferences are not
considered during the planning phase, they may simply reject the plan, not
be able to make full use of the provided water or refuse to pay for the
service (Lautze et al.,
2014).</p>
      <p id="d1e645">Historical survey data consistently show that the public tolerates and
welcomes non-potable use of reclaimed water, particularly when there is
lower risk of human contact; e.g., high levels of public acceptance of
non-potable water use in industrial processing have been reported
(Chen et al., 2015). Examples can be found in
Australia and California, where the success is credited to the commitment of
the projects in informing and educating the local community about the
efficient water use and reclamation, thus creating a greater awareness on
water shortage problems (Po et al., 2003).</p>
</sec>
<?pagebreak page48?><sec id="Ch1.S2.SS4">
  <label>2.4</label><title>Savings in water needs and economic, health and environmental benefits</title>
      <p id="d1e656">Water reclamation for industry often produces considerable savings in fresh
water and produces economic and environmental benefits
(Lahnsteiner and Klegraf, 2005; UNEP, 2005).</p>
      <p id="d1e659">In the city of St. Petersburg, Florida (USA), all wastewater is treated to a
high standard. The reclaimed water is then used for irrigation and
industrial cooling applications by thousands of customers, accounting for
nearly half of the city's water needs. By substituting the potable water,
the city has eliminated the need for expansion of its potable water supply
system until the year 2030, with cost savings of about USD 30 million (Grobicki, 2008; Lazarova et al., 2012).</p>
      <p id="d1e662">By using reclaimed water, Durban industries reduced the costs of water
supply; in particular, the Mondi paper mill saves an amount equivalent to EUR 3.5 million per year. The project allowed Durban Metro Water Services to install
and operate a new affordable distribution network for the townships while
offering the industry cheap and high-quality water (BIO by
Deloitte, 2015).</p>
      <p id="d1e665">The Panipat Refinery in India enabled its expansion by implementing water
reclamation, increasing the economic activity. The cost saving, by using
reclaimed water, was EUR 5000–12 400/year, and the water demand decreased
by 16 000 m<inline-formula><mml:math id="M16" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">3</mml:mn></mml:msup></mml:math></inline-formula> d<inline-formula><mml:math id="M17" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>. In addition, it had a positive environmental impact
by reducing freshwater withdrawal by 7000 m<inline-formula><mml:math id="M18" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">3</mml:mn></mml:msup></mml:math></inline-formula> d<inline-formula><mml:math id="M19" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula> and by not
discharging the sewage in the Yamuna Canal
(Anderson, 2003; Lazarova et al., 2013).</p>
      <p id="d1e711">Another example is Dow Benelux's site at Terneuzen (the Netherlands). The
effluent of the sewage treatment plant is treated by membrane filtration and
used by the industry to generate steam, resulting in savings not only in
water for domestic uses but also energy, with 65 % less energy consumed at
the facility compared to desalination of the same amount of seawater. These
savings are equivalent to a decrease in <inline-formula><mml:math id="M20" display="inline"><mml:mrow class="chem"><mml:msub><mml:mi mathvariant="normal">CO</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula> emission of 5000 t yr<inline-formula><mml:math id="M21" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula> (Baker, 2008).</p>
      <p id="d1e737">Discharge of untreated sewage can lead to adverse health effects. Besides
the economic and environmental benefits, by using reclaimed water in
industry, also negative public health effects are prevented
(Kerstens et al., 2016).</p>
</sec>
</sec>
<sec id="Ch1.S3">
  <label>3</label><title>Water use in industry</title>
<sec id="Ch1.S3.SS1">
  <label>3.1</label><title>Water flow in industry</title>
      <p id="d1e756">In the period of 1997–2002, the water consumption by industries, in 10<inline-formula><mml:math id="M22" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">9</mml:mn></mml:msup></mml:math></inline-formula> m<inline-formula><mml:math id="M23" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">3</mml:mn></mml:msup></mml:math></inline-formula> d<inline-formula><mml:math id="M24" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>, was 26.6 in Africa, 697.0 in Asia and the Pacific,
556.4 in Europe, 75.3 in Latin America and the Caribbean, and 670.1 in North
America, respectively. In Africa, only 5 % of the total water use was
industrial, whereas in sub-Saharan countries it was only 2 % (<inline-formula><mml:math id="M25" display="inline"><mml:mrow><mml:mn mathvariant="normal">12.1</mml:mn><mml:mo>×</mml:mo><mml:msup><mml:mn mathvariant="normal">10</mml:mn><mml:mn mathvariant="normal">6</mml:mn></mml:msup></mml:mrow></mml:math></inline-formula> m<inline-formula><mml:math id="M26" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">3</mml:mn></mml:msup></mml:math></inline-formula> d<inline-formula><mml:math id="M27" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>; Institute Water for Africa, 2016).</p>
      <p id="d1e826">The most water-demanding industries and their applications per tonne of
product can be found in Table 2.</p>

<?xmltex \floatpos{t}?><table-wrap id="Ch1.T2" specific-use="star"><?xmltex \currentcnt{2}?><label>Table 2</label><caption><p id="d1e832">Industrial water consumption for the most water-demanding industries.
Adapted from Hunter (2001),
Ranade and Bhandari (2014), Joint Research Council (2001), European
Commission (2003), and Cooperman et al. (2012).</p></caption><oasis:table frame="topbot"><oasis:tgroup cols="3">
     <oasis:colspec colnum="1" colname="col1" align="left"/>
     <oasis:colspec colnum="2" colname="col2" align="left"/>
     <oasis:colspec colnum="3" colname="col3" align="left"/>
     <oasis:thead>
       <oasis:row rowsep="1">
         <oasis:entry colname="col1">Type of industry</oasis:entry>
         <oasis:entry colname="col2">Consumption</oasis:entry>
         <oasis:entry colname="col3">Most water-demanding applications</oasis:entry>
       </oasis:row>
     </oasis:thead>
     <oasis:tbody>
       <oasis:row>
         <oasis:entry colname="col1">Thermal power plant</oasis:entry>
         <oasis:entry colname="col2">1.8 m<inline-formula><mml:math id="M28" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">3</mml:mn></mml:msup></mml:math></inline-formula> h MW<inline-formula><mml:math id="M29" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula></oasis:entry>
         <oasis:entry colname="col3">Cooling</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1">Paper</oasis:entry>
         <oasis:entry colname="col2">300–1000 m<inline-formula><mml:math id="M30" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">3</mml:mn></mml:msup></mml:math></inline-formula> per tonne of product</oasis:entry>
         <oasis:entry colname="col3">Cooling and boiler feed</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1">Petroleum</oasis:entry>
         <oasis:entry colname="col2">10–300 m<inline-formula><mml:math id="M31" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">3</mml:mn></mml:msup></mml:math></inline-formula> per tonne of product</oasis:entry>
         <oasis:entry colname="col3">Cooling</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1">Chemical fertilizer</oasis:entry>
         <oasis:entry colname="col2">270 m<inline-formula><mml:math id="M32" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">3</mml:mn></mml:msup></mml:math></inline-formula> per tonne of product</oasis:entry>
         <oasis:entry colname="col3">Cooling</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1">Iron and steel</oasis:entry>
         <oasis:entry colname="col2">20–60 m<inline-formula><mml:math id="M33" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">3</mml:mn></mml:msup></mml:math></inline-formula> per tonne of product</oasis:entry>
         <oasis:entry colname="col3">Cooling</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1">Mining</oasis:entry>
         <oasis:entry colname="col2">40 m<inline-formula><mml:math id="M34" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">3</mml:mn></mml:msup></mml:math></inline-formula> per tonne of ore</oasis:entry>
         <oasis:entry colname="col3">Process</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1">Sugar</oasis:entry>
         <oasis:entry colname="col2">15 m<inline-formula><mml:math id="M35" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">3</mml:mn></mml:msup></mml:math></inline-formula> per tonne of sugar</oasis:entry>
         <oasis:entry colname="col3">Cooling</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1">Textile</oasis:entry>
         <oasis:entry colname="col2">2–6 m<inline-formula><mml:math id="M36" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">3</mml:mn></mml:msup></mml:math></inline-formula> per tonne of greasy wool</oasis:entry>
         <oasis:entry colname="col3">Cooling and process</oasis:entry>
       </oasis:row>
     </oasis:tbody>
   </oasis:tgroup></oasis:table></table-wrap>

      <p id="d1e1045">Thermoelectric power generation typically requires large quantities of
cooling water, representing a major opportunity for reclaimed water,
providing that corrosion, biological and scaling concerns are addressed.
There are also opportunities for the use of reclaimed water in various
production steps of some industries such as pulp and paper, chemical,
textile, construction, petroleum and coal.</p>
</sec>
<sec id="Ch1.S3.SS2">
  <label>3.2</label><title>Water quality needs and required treatment for use of reclaimed water in
non-food industry</title>
      <p id="d1e1056">Food industries require potable water even for cleaning purposes
(Meneses et al., 2017). Treating sewage to potable
quality requires advanced technology (Li et al., 2015)
that, in most cases, is not available in developing countries
(Bouabid and Louis, 2015).
Furthermore, the public tends to be more skeptical towards the use of
reclaimed water in food industries (Chen et al.,
2015). Therefore, the focus of this paper is on non-food applications.</p>
      <p id="d1e1059">The main concern related to water quality, principally for boiler feed and
cooling water, is the formation of precipitated impurities (scaling),
corrosion, biological growth, fouling and foaming. For this reason,
industrial water for cooling and boiler feed should have a low hardness
level, a low salt and suspended solids' concentration, low organic matter
and nutrients, and in some cases, the absence of pathogenic microorganisms.
The industrial water reclamation concerns and potential treatment processes
are presented in Table 3.</p>

<?xmltex \floatpos{t}?><table-wrap id="Ch1.T3" specific-use="star"><?xmltex \currentcnt{3}?><label>Table 3</label><caption><p id="d1e1065">Industrial water reclamation concern and potential treatment
(sources: Asano, 1998; Cisneros,
2014; USEPA, 1992).</p></caption><oasis:table frame="topbot"><oasis:tgroup cols="4">
     <oasis:colspec colnum="1" colname="col1" align="justify" colwidth="40pt"/>
     <oasis:colspec colnum="2" colname="col2" align="justify" colwidth="140pt"/>
     <oasis:colspec colnum="3" colname="col3" align="justify" colwidth="75pt"/>
     <oasis:colspec colnum="4" colname="col4" align="justify" colwidth="140pt"/>
     <oasis:thead>
       <oasis:row rowsep="1">
         <oasis:entry colname="col1">Concern</oasis:entry>
         <oasis:entry colname="col2">Problem description</oasis:entry>
         <oasis:entry colname="col3">Cause</oasis:entry>
         <oasis:entry colname="col4">Treatment process</oasis:entry>
       </oasis:row>
     </oasis:thead>
     <oasis:tbody>
       <oasis:row rowsep="1">
         <oasis:entry colname="col1">Scaling</oasis:entry>
         <oasis:entry colname="col2">Hard deposits formed in cooling systems that reduce the efficiency of the heat exchanger</oasis:entry>
         <oasis:entry colname="col3">Inorganic com-<?xmltex \hack{\hfill\break}?>pounds such as<?xmltex \hack{\hfill\break}?>calcium, magnesium and silica</oasis:entry>
         <oasis:entry colname="col4">Chemicals for acidification, EDTA and polymeric inorganic phosphate, <?xmltex \hack{\hfill\break}?>lime softening, and ion exchange</oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">
         <oasis:entry colname="col1">Corrosion</oasis:entry>
         <oasis:entry colname="col2">Corrosion by increase in electrical conductivity, acidic conditions, and the <?xmltex \hack{\hfill\break}?>presence of dissolved gases and certain metals with high oxidation state</oasis:entry>
         <oasis:entry colname="col3">Dissolved solids, <?xmltex \hack{\hfill\break}?>pH and <?xmltex \hack{\hfill\break}?>ammonia</oasis:entry>
         <oasis:entry colname="col4">Corrosion inhibitors such as chro-<?xmltex \hack{\hfill\break}?>mates, polyphosphates, zinc and <?xmltex \hack{\hfill\break}?>polysilicates</oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">
         <oasis:entry colname="col1">Biological growth</oasis:entry>
         <oasis:entry colname="col2">Growth of microorganisms, reducing heat transfer efficiency and water flow; formation of corrosive by-products</oasis:entry>
         <oasis:entry colname="col3">Organic residues, <?xmltex \hack{\hfill\break}?>suspended solids, <?xmltex \hack{\hfill\break}?>ammonia and <?xmltex \hack{\hfill\break}?>phosphorus</oasis:entry>
         <oasis:entry colname="col4">Biocides such as chlorine, sodium<?xmltex \hack{\hfill\break}?>hypochlorite and chlorine dioxide, and <?xmltex \hack{\hfill\break}?>filtration</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1">Clogging</oasis:entry>
         <oasis:entry colname="col2">Formation and settling of particulate matter that clogs equipment</oasis:entry>
         <oasis:entry colname="col3">Suspended solids<?xmltex \hack{\hfill\break}?>and precipitates</oasis:entry>
         <oasis:entry colname="col4">Coagulation and <?xmltex \hack{\hfill\break}?>filtration</oasis:entry>
       </oasis:row>
     </oasis:tbody>
   </oasis:tgroup></oasis:table></table-wrap>

<sec id="Ch1.S3.SS2.SSS1">
  <label>3.2.1</label><title>Cooling water requirements</title>
      <p id="d1e1201">Cooling is utilized for the operation of pumps and compressors vacuum
systems and steam turbine condensers (Hunter, 2001). Cooling
systems can have different configurations but are mainly divided into
once-through and recirculating systems.</p>
      <p id="d1e1204">Once-through cooling systems transfer heat to water to cool the
process equipment and then discharge the hot water after a single use
(Asano and Jiménez, 1998). This system requires a large
volume of water, but the quality requirements are generally not restrictive,
and usually lake water, river water and seawater is used with little or any treatment
(Lens et al., 2002). The use of disinfected reclaimed
water is also a convenient alternative whenever the industries are located
near a wastewater outfall (USEPA, 2004;
National Academy, 2012).</p>
      <p id="d1e1207">Recirculating cooling systems transfer the heat from the warmed water to the
vapor so that the water can be reused to absorb process heat and
recirculated for additional cycles (San Jose Environmental
Service Department, 2002). Hot water is pumped at the top of the tower and
released over packing material, where it is cooled when in contact with the
cold air (Lens et al., 2002). The resulting hot moist air
is<?pagebreak page49?> released into the atmosphere, while the cooled water is collected into a
reservoir at the bottom of the cooling tower, where it is returned into the
recirculating system (Lens et al., 2002). In
recirculating cooling systems, additional treatment, such as filtration,
chemical precipitation, ion exchange or reverse osmosis, can be necessary
to avoid scaling (Asano and Jiménez, 1998). In some
cases, only additional chemical treatment is necessary, e.g., to avoid
foaming, to control corrosion, to disperse suspended solids or to control
biological growth (National Academy,
2012).</p>
</sec>
<sec id="Ch1.S3.SS2.SSS2">
  <label>3.2.2</label><title>Boiler feed water requirements</title>
      <p id="d1e1218">Water to be used for boiler feed requires extensive treatment, with the
quality requirements increasing with the operating pressure of the boiler.
The water needs to be treated to remove inorganic constituents such as
calcium, magnesium, silica and aluminium that contribute to scale formation
in boilers. Treatment should also control excessive alkalinity and high
concentrations of potassium and sodium that can cause foaming as well as
bicarbonate alkalinity that can lead to the release of carbon dioxide, which
can increase the acidity in the steam and corrode the equipment
(National Academy, 2012). To prevent
corrosion, chloride, sulfate and sodium should be lower than 5 mg L<inline-formula><mml:math id="M37" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>
(Moed, 2015). Organics in reclaimed water can also cause foam
and corrosion in boilers, which can be controlled by carbon adsorption, ion
exchange or corrosion inhibitors such as amines
(USEPA, 2012; Sensorex, 2016; Moed, 2015).</p>
</sec>
<sec id="Ch1.S3.SS2.SSS3">
  <label>3.2.3</label><title>Process water requirements</title>
      <p id="d1e1241">Process water is needed for processes such as quenching reactions and
washing (Lens et al., 2002). For mineral wash and
transport in mineral and mining industries, the required treatment involves
the removal of suspended solids and some organics. Secondary sewage
treatment plant effluent may be acceptable for applications such as concrete
manufacturing, but advanced treatment is needed for applications such as
carpet dyeing because water used in textile manufacturing must be
non-staining and organic matter could compromise the quality of the final
product. Divalent metal cations cause<?pagebreak page50?> problems in some of the dyeing
processes that use soap, and nitrates and nitrites may also cause problems
because of structural modification in azo dyes
(National Academy, 2012). Other
industrial process uses require high-quality water, e.g., water used to wash
circuit boards in the electronics industry often requires reverse osmosis
treatment for extensive salt removal.</p>
      <p id="d1e1244">More specific examples of treatment requirements for process water in
industries can be seen in Table 4.</p>

<?xmltex \floatpos{p}?><table-wrap id="Ch1.T4" specific-use="star"><?xmltex \currentcnt{4}?><label>Table 4</label><caption><p id="d1e1250">Examples of industries that use reclaimed water. RO is reverse osmosis, UF is ultrafiltration and IEX is ion exchange.</p></caption><oasis:table frame="topbot"><oasis:tgroup cols="6">
     <oasis:colspec colnum="1" colname="col1" align="justify" colwidth="52pt"/>
     <oasis:colspec colnum="2" colname="col2" align="justify" colwidth="40pt"/>
     <oasis:colspec colnum="3" colname="col3" align="justify" colwidth="50pt"/>
     <oasis:colspec colnum="4" colname="col4" align="justify" colwidth="50pt"/>
     <oasis:colspec colnum="5" colname="col5" align="justify" colwidth="150pt"/>
     <oasis:colspec colnum="6" colname="col6" align="justify" colwidth="71pt"/>
     <oasis:thead>
       <oasis:row rowsep="1">
         <oasis:entry colname="col1">Industry</oasis:entry>
         <oasis:entry colname="col2">Country   (company)</oasis:entry>
         <oasis:entry colname="col3">Reclamation application</oasis:entry>
         <oasis:entry colname="col4">Water source</oasis:entry>
         <oasis:entry colname="col5">Treatment technology</oasis:entry>
         <oasis:entry colname="col6">Reference</oasis:entry>
       </oasis:row>
     </oasis:thead>
     <oasis:tbody>
       <oasis:row>
         <oasis:entry colname="col1">Power plant</oasis:entry>
         <oasis:entry colname="col2">Turkey</oasis:entry>
         <oasis:entry colname="col3">Boiler feed</oasis:entry>
         <oasis:entry colname="col4">Sewage</oasis:entry>
         <oasis:entry colname="col5">UF, activated carbon filter, RO, and IEX</oasis:entry>
         <oasis:entry colname="col6">(Tanik et al., 1996)</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1"/>
         <oasis:entry rowsep="1" colname="col2">Mexico <?xmltex \hack{\hfill\break}?>(Villa de<?xmltex \hack{\hfill\break}?>Reyes)</oasis:entry>
         <oasis:entry rowsep="1" colname="col3">and cooling</oasis:entry>
         <oasis:entry rowsep="1" colname="col4">and wastewater</oasis:entry>
         <oasis:entry rowsep="1" colname="col5">screening and advanced primary treatment; secondary treatment by activated sludge with N removal; and tertiary treatment with lime softening, sand filtration, IEX and chlorine disinfection</oasis:entry>
         <oasis:entry rowsep="1" colname="col6">(Lazarova et al., <?xmltex \hack{\hfill\break}?>2013)</oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">
         <oasis:entry colname="col1"/>
         <oasis:entry colname="col2">US, Texas <?xmltex \hack{\hfill\break}?>(Palo Verde Nuclear)</oasis:entry>
         <oasis:entry colname="col3">Cooling</oasis:entry>
         <oasis:entry colname="col4">Sewage</oasis:entry>
         <oasis:entry colname="col5">Secondary treatment followed by biological nitrification, lime and soda ash addition for softening and phosphorus removal, filtration and chlorination</oasis:entry>
         <oasis:entry colname="col6">(Asano and Vis-<?xmltex \hack{\hfill\break}?>vanathan, 2001)</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1">Petrochemical</oasis:entry>
         <oasis:entry rowsep="1" colname="col2">India <?xmltex \hack{\hfill\break}?>(Panipat)</oasis:entry>
         <oasis:entry rowsep="1" colname="col3">Boiler feed</oasis:entry>
         <oasis:entry rowsep="1" colname="col4">Industrial wastewater</oasis:entry>
         <oasis:entry rowsep="1" colname="col5">Solid-contact clarification; pressure sand filtration; and UF, RO and IEX in mixed-bed filters</oasis:entry>
         <oasis:entry rowsep="1" colname="col6">(Lahnsteiner and<?xmltex \hack{\hfill\break}?>Mittal, 2010)</oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">
         <oasis:entry colname="col1"/>
         <oasis:entry colname="col2">California <?xmltex \hack{\hfill\break}?>(RARE)</oasis:entry>
         <oasis:entry colname="col3">Boiler feed<?xmltex \hack{\hfill\break}?>and cooling</oasis:entry>
         <oasis:entry colname="col4">Sewage</oasis:entry>
         <oasis:entry colname="col5">Secondary effluent is pretreated by MF and then treated by RO</oasis:entry>
         <oasis:entry colname="col6">(Lazarova et al.,<?xmltex \hack{\hfill\break}?>2013)</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1">Refinery</oasis:entry>
         <oasis:entry rowsep="1" colname="col2">US <?xmltex \hack{\hfill\break}?>(Chevron under ECLWRF)</oasis:entry>
         <oasis:entry rowsep="1" colname="col3">Boiler feed</oasis:entry>
         <oasis:entry rowsep="1" colname="col4">Sewage</oasis:entry>
         <oasis:entry rowsep="1" colname="col5">Secondary effluent treated by RO</oasis:entry>
         <oasis:entry rowsep="1" colname="col6">(GWI, 2010)</oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">
         <oasis:entry colname="col1"/>
         <oasis:entry colname="col2">India <?xmltex \hack{\hfill\break}?>(Madras refinery)</oasis:entry>
         <oasis:entry colname="col3">Boiler make-up</oasis:entry>
         <oasis:entry colname="col4">Wastewater</oasis:entry>
         <oasis:entry colname="col5">Additional secondary biological treatment, chemically aided settling, pressure filtration, ammonia stripping, carbonation, clarification, pressure filtration, chlorination, sodium bisulfate dosing, multimedia filtration, cartridge filtration and RO</oasis:entry>
         <oasis:entry colname="col6">(Indian Institutes of Technology, 2011;<?xmltex \hack{\hfill\break}?>Lahnsteiner and<?xmltex \hack{\hfill\break}?>Mittal, 2010)</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1">Pulp and pa-<?xmltex \hack{\hfill\break}?>per</oasis:entry>
         <oasis:entry rowsep="1" colname="col2">South Africa <?xmltex \hack{\hfill\break}?>(Mondi paper mill)</oasis:entry>
         <oasis:entry rowsep="1" colname="col3">Cooling and<?xmltex \hack{\hfill\break}?>process water</oasis:entry>
         <oasis:entry rowsep="1" colname="col4">Industrial wastewater</oasis:entry>
         <oasis:entry rowsep="1" colname="col5">UF, IEX and RO</oasis:entry>
         <oasis:entry rowsep="1" colname="col6">(Visvanathan and<?xmltex \hack{\hfill\break}?>Asano, 1999)</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1"/>
         <oasis:entry rowsep="1" colname="col2">Brazil <?xmltex \hack{\hfill\break}?>(Indústria CPBR)</oasis:entry>
         <oasis:entry rowsep="1" colname="col3">Cooling and<?xmltex \hack{\hfill\break}?>process water</oasis:entry>
         <oasis:entry rowsep="1" colname="col4">Wastewater</oasis:entry>
         <oasis:entry rowsep="1" colname="col5">Tertiary UF system</oasis:entry>
         <oasis:entry rowsep="1" colname="col6">(Kossar, 2013)</oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">
         <oasis:entry colname="col1"/>
         <oasis:entry colname="col2">China <?xmltex \hack{\hfill\break}?>(Taian Baichuan Paper)</oasis:entry>
         <oasis:entry colname="col3">Cooling</oasis:entry>
         <oasis:entry colname="col4">Wastewater</oasis:entry>
         <oasis:entry colname="col5">Two-stage activated sludge plant with tertiary sand filtration and chlorination</oasis:entry>
         <oasis:entry colname="col6">(Lahnsteiner and <?xmltex \hack{\hfill\break}?>Klegraf, 2005)</oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">
         <oasis:entry colname="col1">Wafer fabrication</oasis:entry>
         <oasis:entry colname="col2">Singapore <?xmltex \hack{\hfill\break}?>(Fabs)</oasis:entry>
         <oasis:entry colname="col3">Cooling and<?xmltex \hack{\hfill\break}?>process water</oasis:entry>
         <oasis:entry colname="col4">Sewage</oasis:entry>
         <oasis:entry colname="col5">MF, RO and UV</oasis:entry>
         <oasis:entry colname="col6">(PUB, 2014)</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1">Chemical</oasis:entry>
         <oasis:entry colname="col2">Germany <?xmltex \hack{\hfill\break}?>(DuPont production center)</oasis:entry>
         <oasis:entry colname="col3">Process water for fiber production and<?xmltex \hack{\hfill\break}?>boiler feed<?xmltex \hack{\hfill\break}?>water</oasis:entry>
         <oasis:entry colname="col4">Industrial wastewater</oasis:entry>
         <oasis:entry colname="col5">Biological pre-treatment including nitrogen and phosphorous removal and then tertiary filtration with UF, activated carbon adsorption, UV, RO and IEX</oasis:entry>
         <oasis:entry colname="col6">(Lahnsteiner and <?xmltex \hack{\hfill\break}?>Klegraf, 2005)</oasis:entry>
       </oasis:row>
     </oasis:tbody>
   </oasis:tgroup></oasis:table></table-wrap>

</sec>
</sec>
<sec id="Ch1.S3.SS3">
  <label>3.3</label><title>Cost comparison of treatment technology options for water reclamation</title>
      <p id="d1e1624">Most of the existing water reclamation schemes use effluent from the
secondary sewage treatment processes for further purification in tertiary or
advanced treatment units (Table 4), resulting in
additional costs for installation and operation. Other constraints, such as
land acquisition for building sites, distance between the production site
and the consumers, and requirement to install a dual distribution system or
retrofitting, also highly influence the capital and operation and
maintenance costs. The separate distribution system can involve more than
70 % of the overall costs for reclamation, depending on site-specific
conditions (Lazarova, 2005).</p>
      <p id="d1e1627">Among the tertiary treatments, polishing pond treatment is the most simple
and unsophisticated but has proven to be a competitive, efficient solution
for small aggregates (project size flow of 3000 m<inline-formula><mml:math id="M38" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">3</mml:mn></mml:msup></mml:math></inline-formula> d<inline-formula><mml:math id="M39" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula> and 15 000
population equivalent; Lazarova, 2005). The construction
of filtration as a tertiary treatment unit results in a 2- to 3-fold
increase in the capital and operating costs compared to the disinfection
processes. For project sizes more than 7500 m<inline-formula><mml:math id="M40" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">3</mml:mn></mml:msup></mml:math></inline-formula> d<inline-formula><mml:math id="M41" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula> (50 000 population
equivalent), the costs for UV treatment or chlorination for disinfection
become comparable to maturation ponds. The cost difference between UV
irradiation and ozonation decreases with plant size. For disinfection
processes, the variable costs are high compared to the fixed costs, e.g., for
UV irradiation, the variable costs associated with lamp replacement and
cleaning are about 45 %–50 % of the total annual costs (Indian Institute of
Technology, 2011), while variable costs associated with chemical use can
increase up to 50 %–70 % for chlorination and ozonation, respectively, for
small to large water reclamation schemes (Lazarova, 2005).
Use of secondary to tertiary processes for treatment of sewage to a high
level for water reclamation can be energy intensive. Energy costs are only
about 2 %–5 % of the variable costs for chlorination but can be 15 % and
35 % of the total variable costs for UV irradiation and ozonation,
respectively (Indian Institute of Technology, 2011).</p>
      <p id="d1e1672">The costs of membrane filtration (micro- and ultra-filtration) are
significantly higher compared to the other disinfection processes. The
widespread application of membrane bioreactors (MBRs), despite all the
process advantages, is constrained by the high costs of membranes aside from
high operation and maintenance costs due to fouling but has as an advantage
in terms of treatment performance. Compared to the conventional activated
sludge process, the overall costs for membrane bioreactors are up to 20 %
and 50 % higher, depending on plant size (Indian Institute of
Technology, 2011).</p>
</sec>
</sec>
<sec id="Ch1.S4">
  <label>4</label><title>Water scarcity in sub-Saharan Africa</title>
      <p id="d1e1684">Water scarcity in sub-Saharan Africa is highly influenced by increased
demand (UN WATER/AFRICA, 2009); insufficient water resource
management, including water losses due to poor operation and maintenance,
below-cost recovery tariffs, and low collection rates (IMF, 2015);
a lack of infrastructure, financial resources and skills (UN
WATER/AFRICA, 2009); and climate change (Conway et
al., 2015).</p>
<sec id="Ch1.S4.SS1">
  <label>4.1</label><title>Water availability and climate change</title>
      <p id="d1e1694">Sub-Saharan Africa has an abundance of water year-round in the humid and
semi-humid parts of central Africa (UN WATER/AFRICA, 2009).
However, many sub-Saharan African countries have relatively limited access
to water resources (IMF, 2015). In the large semi-arid and arid
areas of the southern sub-region, there is an unpredictable temporal and
spatial variability in rainfall (Van
Koppen, 2003; UN WATER/AFRICA, 2009). Great disparities also exist within
countries – whereas in northern–central Mozambique the precipitation is
almost 2000 mm yr<inline-formula><mml:math id="M42" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>, it is less than 800 mm yr<inline-formula><mml:math id="M43" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula> in the southern region
(Tadross and Johnston, 2012), with all rainfall being restricted
to the period between November and April. Due to high rates of evaporation,
in the southern part of Africa, renewable water resources – average
availability of surface water and groundwater – constitute only 9 % of
the total water available (AMCOW, 2012). Furthermore, historical
data show that in the past 20 years, available freshwater resources in
Africa have greatly decreased due to severe and prolonged droughts
(Donkor and Wolde, 2001). Also, several countries report that
the quality of water resources is deteriorating due to pollution resulting
from industries, urban runoff, sewerage and agro-chemicals
(IMF, 2015; Donkor and Wolde, 1999).</p>
      <p id="d1e1721">Climate change poses an additional threat to water security in sub-Saharan
Africa; changes in precipitation and temperature may lead to changes in
water availability due to the fact that annual precipitation, soil moisture
and runoff are likely to decrease while temperature increases evaporative
demand (Conway et al., 2015). In addition, it is
expected that rainfall will drop by 10 % by 2050, leading to major water
shortages (de Wit, 2006). According to most climate models,
many southern African countries will warm up more than the global mean, with
annual mean temperature rising by 2 to 3 <inline-formula><mml:math id="M44" display="inline"><mml:msup><mml:mi/><mml:mo>∘</mml:mo></mml:msup></mml:math></inline-formula>C in most cases
(Conway et al., 2015).</p>
</sec>
<?pagebreak page52?><sec id="Ch1.S4.SS2">
  <label>4.2</label><title>Water demand</title>
      <p id="d1e1741">Water demand in Africa has been increasing as a consequence of rapid
population growth (UN WATER/AFRICA, 2009), expanding
urbanization (World Bank, 2011) and
increased economic development (UN WATER/AFRICA, 2009). In the
continent, industrial water demand represents 6 % of the total water
withdrawal, followed by domestic demand with 9 % and agriculture with 85 %
(AMCOW, 2012). Most water demand from industries in sub-Saharan
Africa countries comes from mining and metallurgy, particularly smelting and
refining. For example, In Mozambique, coal mining was estimated to produce
8.42 million tonnes (Yager, 2016), which can be translated into
a total water consumption of 0.55–<inline-formula><mml:math id="M45" display="inline"><mml:mrow><mml:mn mathvariant="normal">1.36</mml:mn><mml:mo>×</mml:mo><mml:msup><mml:mn mathvariant="normal">10</mml:mn><mml:mn mathvariant="normal">6</mml:mn></mml:msup></mml:mrow></mml:math></inline-formula> m<inline-formula><mml:math id="M46" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">3</mml:mn></mml:msup></mml:math></inline-formula> d<inline-formula><mml:math id="M47" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>
(Table 2). Electricity production from thermal
power plants (66 GW; Jingura and Kamusoko, 2017) in
sub-Saharan Africa is estimated to consume around <inline-formula><mml:math id="M48" display="inline"><mml:mrow><mml:mn mathvariant="normal">2.85</mml:mn><mml:mo>×</mml:mo><mml:msup><mml:mn mathvariant="normal">10</mml:mn><mml:mn mathvariant="normal">6</mml:mn></mml:msup></mml:mrow></mml:math></inline-formula> m<inline-formula><mml:math id="M49" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">3</mml:mn></mml:msup></mml:math></inline-formula> d<inline-formula><mml:math id="M50" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>
(Table 2), whereas sugar production was estimated
at 760 million tonnes in 2013 (Hess et al., 2016); the water
involved in production, not including irrigation, was equivalent to <inline-formula><mml:math id="M51" display="inline"><mml:mrow><mml:mn mathvariant="normal">312.33</mml:mn><mml:mo>×</mml:mo><mml:msup><mml:mn mathvariant="normal">10</mml:mn><mml:mn mathvariant="normal">6</mml:mn></mml:msup></mml:mrow></mml:math></inline-formula> m<inline-formula><mml:math id="M52" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">3</mml:mn></mml:msup></mml:math></inline-formula> d<inline-formula><mml:math id="M53" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula> (Table 2). This development of
more water-intensive activities has put stress on existing water
infrastructure (IMF, 2015), and this is expected to increase in
the near future (Holden, 2013).</p>
</sec>
<sec id="Ch1.S4.SS3">
  <label>4.3</label><title>Water resource management</title>
      <p id="d1e1861">All continental sub-Saharan African countries share at least one
international water basin (UN WATER/AFRICA, 2009), and often
this situation leads to disputes, with the downstream countries being the
most affected (Ashton, 2003).</p>
      <p id="d1e1864">Extensive upstream usage of the Umbeluzi and Incomati rivers for irrigation
and industrial use in South Africa and Swaziland have impacted water supply
to the city of Maputo, the capital of Mozambique (Van der Watt,
2003). A very similar situation is also encountered at the Limpopo River,
where excessive abstraction, <inline-formula><mml:math id="M54" display="inline"><mml:mrow><mml:mn mathvariant="normal">1.173</mml:mn><mml:mo>×</mml:mo><mml:msup><mml:mn mathvariant="normal">10</mml:mn><mml:mn mathvariant="normal">6</mml:mn></mml:msup></mml:mrow></mml:math></inline-formula> m<inline-formula><mml:math id="M55" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">3</mml:mn></mml:msup></mml:math></inline-formula> in 1980 and <inline-formula><mml:math id="M56" display="inline"><mml:mrow><mml:mn mathvariant="normal">1.723</mml:mn><mml:mo>×</mml:mo><mml:msup><mml:mn mathvariant="normal">10</mml:mn><mml:mn mathvariant="normal">6</mml:mn></mml:msup></mml:mrow></mml:math></inline-formula> m<inline-formula><mml:math id="M57" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">3</mml:mn></mml:msup></mml:math></inline-formula> in 2000 from a total of <inline-formula><mml:math id="M58" display="inline"><mml:mrow><mml:mn mathvariant="normal">5.280</mml:mn><mml:mo>×</mml:mo><mml:msup><mml:mn mathvariant="normal">10</mml:mn><mml:mn mathvariant="normal">6</mml:mn></mml:msup></mml:mrow></mml:math></inline-formula> m<inline-formula><mml:math id="M59" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">3</mml:mn></mml:msup></mml:math></inline-formula> in South Africa, has
originated in reduced freshwater flow into the ocean in Mozambique, damaging
the ecosystems and leading to saline intrusion (Ashton, 2003).</p>
      <p id="d1e1940">The shared nature of water resources in Africa, with more than 80 shared
river basins and lakes and at least 60 transboundary aquifer systems, led to
the establishment of various entities at national, sub-regional and regional
levels for promotion of sustainable water resource management. Better
management and development of water resources was also recognized in
2002 during the Johannesburg World Summit on Sustainable Development. Due to
scarcity in this region, there is a need to pursue and adapt, in line with
the Africa Water Vision for 2025 (UN WATER/AFRICA, 2009), more
sustainable approaches for use and management of water resources,
integrating aspects of water quantity and quality, surface and groundwater,
climate change, and cultural aspects
(Setegn and Donoso, 2015).</p>
</sec>
<sec id="Ch1.S4.SS4">
  <label>4.4</label><title>Lack of infrastructure, financial resources and skills</title>
      <p id="d1e1952">The lack of storage, treatment and piped water infrastructure can, even
with abundant natural water resources, result in water 'being utilized
neither effectively nor efficiently across many African countries
(ACPC, 2013). As the costs of building new water infrastructure
increase, together with the higher costs of operating and maintaining
existing water infrastructure, funding for required investments in the
sector becomes more difficult (Deloitte, 2016). Also the water
quality of the sources for water supply is highly affected by untreated
discharges due to improper sanitation
(World Bank, 2011).</p>
      <p id="d1e1955">The most common types of sanitation infrastructure in many African cities
are pit latrines and septic tanks, covering 60 %–100 % of the population (Nansubuga et al., 2016). In sub-Saharan Africa, only
Angola, Botswana, Cabo Verde, Equatorial Guinea and South Africa have more
than 70 % coverage of improved sanitation – one that hygienically
separates human excreta from human contact – with an average of 40 % in
2015 (WHO/UNICEF, 2015). Furthermore, even the few
existing central infrastructure systems in the region are generally not
functioning at full capacity due to a lack of regular maintenance
(Bahri et al., 2008). These very low levels of wastewater
treatment have high negative impacts on receiving water bodies
(Arsénio et al., 2018; Eckart et al., 2011)
and on the health of the urban populations (Duflo et al.,
2012).</p>
      <p id="d1e1958">African countries struggle to provide water and sanitation services mostly
due to inefficiency in utilization of financial resources. In addition,
misguided priorities in project development and infrastructure planning
processes occur, where feasibility studies place more emphasis on technical
feasibility rather than on the financial and institutional issues that are
equally important or, in some cases, should precede the technical ones.
Furthermore, projects in their conceptual stage do not always consider
benefit maximization of the economic activities for where they are allocated,
such as water storage, power generation, water reclamation applications,
existing water supply systems and tourism. Tandi and Earle (2015) stated, therefore, that water-related infrastructure would be
stronger if projects were conceptualized to serve multiple purposes.</p>
</sec>
<sec id="Ch1.S4.SS5">
  <label>4.5</label><title>Possible solutions for alleviation of water scarcity</title>
      <p id="d1e1969">The status quo regarding water and sanitation services has been insufficient, with many sub-Saharan countries presently experiencing
physical water scarcity (Ashton and Turton,
2009; Wandiga, 2014) and with almost all countries expected to be in a
state of water stress or scarcity within the next decade (UNEP,
2008).</p>
      <p id="d1e1972">The challenges could be overcome by implementing a combination of water
demand management approaches together with use of other alternative water
sources.</p>
      <?pagebreak page53?><p id="d1e1975">Water demand management approaches have been proposed with the aim to
conserve water by influencing its demand. This involves the application of
selective incentives to promote efficient and equitable use of water.
However, in urban centers of southern Africa, water demand management tends
to fail due to a lack of data and a comprehensive information system to aid
decision-making (Gumbo et al., 2003).</p>
      <p id="d1e1978">There is a major technical and organizational challenge for countries to
launch rainwater harvesting and water conservation programs
(Bixio et al., 2008), minimizing
non-revenue water through improved management and efficient use
(Rached et al., 1996); implementing water reclamation
schemes (Bixio et al., 2005); and studying and developing
other sources such as groundwater (Pavelic et al., 2012),
seawater (Frost and Sulivan, 2008) and (managed) aquifer
recharge (Tredoux et al., 2002). Where feasible, transfer
of water from those regions with excess water to the water-deficient regions
can also be an option (Setegn and Donoso,
2015).</p>
      <p id="d1e1982">Nansubuga et al. (2016) argued that in particular, resource
recovery, e.g., through water reclamation programs, is a pivotal strategy for
wastewater management in sub-Saharan Africa.</p>
</sec>
</sec>
<sec id="Ch1.S5">
  <label>5</label><title>Discussion</title>
<sec id="Ch1.S5.SS1">
  <label>5.1</label><title>Development of water reclamation projects for industrial use</title>
      <p id="d1e2002">The potential for water reclamation around the world is high, since sewage is
available, technology and legislation regarding water savings exist, and
people and industries are potentially interested. Projects implemented around
the world illustrate the existence of functional methodologies for water
reclamation and strategies and programs, acknowledging the beneficial role
of water reclamation (Salgot and Huertas, 2006).</p>
      <p id="d1e2005">Although the driving forces for water reclamation differ, according to the
socioeconomic context or the circumstances that lead to the successful
implementation of a project, it can be noted that it is potentially possible
to combine different experiences and create a baseline that can help to
implement new projects. In this way, water reclamation for industries can
play an important role in addressing water scarcity, giving industries the
responsibility of not competing with the available water resources for
domestic use and, in many cases, resulting in financial benefits
(Grobicki, 2008). By using reclaimed water in industry, additional
water will be available for drinking and other domestic purposes. From an
economic perspective, it is important to have a clear view on the purpose of
evaluating the costs of water reclamation installations. This can be focused
on determining the charges to water users, the ways to finance the project,
or assessing the wider economic performance of the investment, including the
value of environmental impacts (Indian Institute of Technology,
2011).</p>
      <p id="d1e2008">From a social point of view, there is a need to examine the public attitude
towards the idea of using reclaimed water. Although there are not many
examples where industries reject the idea of reclaiming water, a low
adoption rate was found in Thailand; despite the country's intention for
industries to adopt water reclamation practices, only 10.5 % of the
industries included in the survey accepted the reclamation of the treated wastewater
(Visvanathan and Cippe, 1999).</p>
      <p id="d1e2011">Understanding the drivers for and against water reclamation can facilitate
efforts to meet associated policy goals. In Europe, the Urban Waste Water
Treatment Directive (91/271/EEC) advises the use of reclaimed water “where
appropriate”, but the “appropriateness” is not defined
(Hochstrat et al., 2006). Similarly, in 2007 the
Australian federal government set a national target to reclaim 30 % of
Australia's sewage by 2015 (Marsden Jacob Associates, 2008) but did not
articulate selection criteria for prioritizing investments. Given the lack
of clear criteria, many different factors can influence whether or not water
reclamation projects are actually implemented.</p>
</sec>
<sec id="Ch1.S5.SS2">
  <label>5.2</label><title>Potential for successful implementation of water reclamation for
industries in sub-Saharan Africa</title>
      <p id="d1e2022">In literature, information about water reclamation schemes in sub-Saharan
Africa is scarce. Most of the examples of reclaimed water are related to
agriculture (Jiménez et al., 2010), with the
exception of Namibia, directly producing drinking water from treated
wastewater (Lahnsteiner and Lempert, 2007), and South
Africa, using water reclamation for some industries
(Table 4; Eckart et
al., 2011; Adewumi et al., 2010). Even data of produced wastewater reported
in this region include only a few countries; e.g., in the period from 2008 to 2012
only 13 of the 48 countries had partial reported volumes
(Fao (Aquastat), 2012), and only three countries,
Senegal, Seychelles and South Africa, had complete information on
wastewater generation and treatment and reclaimed water available
(Sato et al., 2013).</p>
      <p id="d1e2025">Water reclamation in industry is already practiced around the world,
supported by advanced treatment technologies. However, reclaimed water is
still not extensively explored as an alternative reliable source of water
supply in sub-Saharan countries. The slow adoption reveals that the
controversy around reclaimed water extends beyond just engineering and
economics; many additional barriers such as governance issues and a lack of
infrastructure, financial resources, and technical skills for operation and
maintenance must be overcome to reclaim water for industry in this region.</p>
      <p id="d1e2028">One of these barriers is that water is underpriced, and most companies are
subsidized by municipal or regional authorities (Banerjee et
al., 2008). This situation leads to inefficient use of already scarce water
resources and negatively influences the market for water reclamation
initiatives. Subsidized<?pagebreak page54?> prices not only tend to discourage proper use of
water among those who often could afford to pay more but may also reduce the
incentive for investment in sewage treatment and water reclamation. However,
the example of eThekwini, where the concept of “water fit for purpose” has
been implemented in the city of Durban, South Africa, shows that water
reclamation in industry can be an alternative to respond to a conflict
between water demand for domestic use and economic development under
conditions of water scarcity (Adewumi et al., 2010).</p>
      <p id="d1e2031">The possibilities for the use of reclaimed water in industry should mainly
be explored for mineral extraction, cooling in thermal power plants, and in
other non-food manufacturing industries such as metal processing (aluminium,
coper, iron and steel), paper, textile, chemicals and construction.
According to Table 2, these industries especially use
water for cooling processes and as boiler make-up, and in the case of minerals
and construction, water is used for washing and processes, respectively.</p>
      <p id="d1e2035">Future infrastructure developments should include the design of systems that
allow for the implementation of water reclamation with appropriate solutions
for the local conditions. Particularly in sub-Saharan Africa, the selection
of the treatment technology according to local experience and skills is
important (Adewumi et al.,
2010), including plans that allow for closing cycles, resource recovery and
synergy options. The design of these systems should comprise a
multi-objective optimization methodology for efficient use of resources
(Eckart et al., 2011).</p>
      <p id="d1e2038">In addition, infrastructure planning, including sanitary infrastructure and
industrial parks, should consider technological options taking into account
all potential sources of water as a water resource appropriately matched to
its end use and involving all stakeholders over the planning cycles. This
means that additional costs have to be considered, and not only the water
utilities should be included in the planning process (WERF,
2010).</p>
      <p id="d1e2041">Finally, an appropriate business model for industrial use of water,
including all aspects of sustainability in water use, should be considered.</p>
      <p id="d1e2044">Industrial water users are firstly concerned with profitability and
operating sustainability of their businesses (WBCSD – IWA,
2009). Therefore, when planning to implement water reclamation programs, the
main factors that hinder the use of this water (e.g., water quantity and
quality requirements, techno-economic considerations, service reliability,
and risk assurance) should be considered. The most decisive factors are the
availability of water resources, their accessibility, the distance between
the production and the point of use, and the existence of treatment
facilities. Other major factors include the general infrastructure, climatic
conditions, other economic sectors (such as industry, tourism, etc.),
institutional landscape (governmental and private), policy and strategy in the
water sector, enforcement of legislation, general income level of the
population, existing water tariff structures, and/or governmental subsidies
(FEMIP, 2009).</p>
</sec>
</sec>
<sec id="Ch1.S6" sec-type="conclusions">
  <label>6</label><title>Concluding remarks</title>
      <p id="d1e2056">The implementation of water reclamation in sub-Saharan Africa is lagging
behind. Factors such as the increased demand for water, coupled with
increased water stress, water scarcity, climate change and compliance
measures towards environmental legislation, are likely to be drivers for use
of reclaimed water in industries.</p>
      <p id="d1e2059">However, the sub-Saharan African region is characterized as not only by its water scarcity
but also as being scarce in data and information, given a lack of well-developed sewer
infrastructure and a low level of education on aspects related to water
reclamation, usually with low water tariffs and legislation that, in most
countries, are not being enforced. Therefore, the crucial steps to implement
water reclamation should involve further practical research both on
technical and governance aspects.</p>
      <p id="d1e2062">Industries with potential for use of reclaimed water should be identified,
and the industrial water use locations and patterns should be evaluated. In
addition, sewage flows available for reclamation should be identified to
find links for incorporation of water reclamation in urban and industrial
planning. Furthermore, the required water quality for industrial
applications, compared to the quality of sewage, or effluents of wastewater
treatment plants, should be determined to be able to design appropriate (low
cost) water treatment solutions for water reclamation for industrial
purposes.</p>
      <p id="d1e2065">Parallel to the technical challenges, possibilities for changing legislation
or introducing of new policies where they do not exist should be assessed
next to the adoption of alternative financial structures and subsidies that
support water reclamation. In particular, the involvement of stakeholders
should be analyzed to study the acceptance of water reclamation for
industrial uses and the inclusion of water reclamation options in integrated
water and sanitation infrastructure planning.</p>
      <p id="d1e2069">These together will, in the end, lead to a higher availability of water for
both domestic and industrial purposes, increasing the chances for economic
growth and growth of urban health and well-being.</p>
</sec>

      
      </body>
    <back><notes notes-type="dataavailability"><title>Data availability</title>

      <p id="d1e2076">The research data of this work can be obtained by contacting the corresponding author.</p>
  </notes><notes notes-type="authorcontribution"><title>Author contributions</title>

      <p id="d1e2082">All authors contributed to the definition of the purpose of this review, suggested the important aspects to be included, and contributed to the writing of the paper.</p>
  </notes><notes notes-type="competinginterests"><title>Competing interests</title>

      <?pagebreak page55?><p id="d1e2088">The authors declare that they have no conflict of interest.</p>
  </notes><ack><title>Acknowledgements</title><p id="d1e2094">Authors would like to acknowledge NWO and Nuffic for funding this research.</p></ack><notes notes-type="reviewstatement"><title>Review statement</title>

      <p id="d1e2099">This paper was edited by Ran Shang and reviewed by Nityanand Singh Maurya and one anonymous referee.</p>
  </notes><ref-list>
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sanitation services, represents serious challenges, particularly in regions
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