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  <front>
    <journal-meta>
<journal-id journal-id-type="publisher">HESS</journal-id>
<journal-title-group>
<journal-title>Hydrology and Earth System Sciences</journal-title>
<abbrev-journal-title abbrev-type="publisher">HESS</abbrev-journal-title>
<abbrev-journal-title abbrev-type="nlm-ta">Hydrol. Earth Syst. Sci.</abbrev-journal-title>
</journal-title-group>
<issn pub-type="epub">1607-7938</issn>
<publisher><publisher-name>Copernicus GmbH</publisher-name>
<publisher-loc>Göttingen, Germany</publisher-loc>
</publisher>
</journal-meta>

    <article-meta>
      <article-id pub-id-type="doi">10.5194/hess-19-1325-2015</article-id><title-group><article-title>Contribution of the multi-attribute value theory to conflict
resolution in groundwater management – application to the Mancha Oriental
groundwater system, Spain</article-title>
      </title-group><?xmltex \runningtitle{Application to the Mancha Oriental groundwater system, Spain}?><?xmltex \runningauthor{B.~Apperl et al.}?>
      <contrib-group>
        <contrib contrib-type="author" corresp="no" rid="aff1 aff3">
          <name><surname>Apperl</surname><given-names>B.</given-names></name>
          
        </contrib>
        <contrib contrib-type="author" corresp="yes" rid="aff1">
          <name><surname>Pulido-Velazquez</surname><given-names>M.</given-names></name>
          <email>mapuve@upv.es</email>
        </contrib>
        <contrib contrib-type="author" corresp="no" rid="aff1">
          <name><surname>Andreu</surname><given-names>J.</given-names></name>
          
        </contrib>
        <contrib contrib-type="author" corresp="no" rid="aff2">
          <name><surname>Karjalainen</surname><given-names>T. P.</given-names></name>
          
        </contrib>
        <aff id="aff1"><label>1</label><institution>Research Institute of Water and Environmental Engineering (IIAMA), Universitat Politècnica de València,
Camino de Vera s/n, 46022 Valencia, Spain</institution>
        </aff>
        <aff id="aff2"><label>2</label><institution>Thule Institute, University of Oulu, P.O. Box 7300, University of Oulu, 90014 Oulu, Finland</institution>
        </aff>
        <aff id="aff3"><label>*</label><institution>now at: Institute of Water Management, Hydrology and Hydraulic Engineering, University of Natural Resources
and Life Sciences, Muthgasse 18, Vienna, Austria</institution>
        </aff>
      </contrib-group>
      <author-notes><corresp id="corr1">M. Pulido-Velazquez (mapuve@upv.es)</corresp></author-notes><pub-date><day>9</day><month>March</month><year>2015</year></pub-date>
      
      <volume>19</volume>
      <issue>3</issue>
      <fpage>1325</fpage><lpage>1337</lpage>
      <history>
        <date date-type="received"><day>29</day><month>June</month><year>2014</year></date>
           <date date-type="rev-request"><day>12</day><month>September</month><year>2014</year></date>
           <date date-type="rev-recd"><day>–</day><month/><year/></date>
           <date date-type="accepted"><day>17</day><month>February</month><year>2015</year></date>
           
      </history>
      <permissions>
<license license-type="open-access">
<license-p>This work is licensed under a Creative Commons Attribution 3.0 Unported License. To view a copy of this license, visit <ext-link ext-link-type="uri" xlink:href="http://creativecommons.org/licenses/by/3.0/">http://creativecommons.org/licenses/by/3.0/</ext-link></license-p>
</license>
</permissions><self-uri xlink:href="https://www.hydrol-earth-syst-sci.net/19/1325/2015/hess-19-1325-2015.html">This article is available from https://www.hydrol-earth-syst-sci.net/19/1325/2015/hess-19-1325-2015.html</self-uri>
<self-uri xlink:href="https://www.hydrol-earth-syst-sci.net/19/1325/2015/hess-19-1325-2015.pdf">The full text article is available as a PDF file from https://www.hydrol-earth-syst-sci.net/19/1325/2015/hess-19-1325-2015.pdf</self-uri>


      <abstract>
    <p>The implementation of the EU Water Framework Directive demands participatory
water resource management approaches. Decision making in groundwater quantity
and quality management is complex because of the existence of many
independent actors, heterogeneous stakeholder interests, multiple objectives,
different potential policies, and uncertain outcomes. Conflicting stakeholder
interests have often been identified as an impediment to the realisation and
success of water regulations and policies. The management of complex
groundwater systems requires the clarification of stakeholders' positions
(identifying stakeholder preferences and values), improving transparency with
respect to outcomes of alternatives, and moving the discussion from the
selection of alternatives towards the definition of fundamental objectives
(value-thinking approach), which facilitates negotiation. The aims of the
study are to analyse the potential of the multi-attribute value theory for
conflict resolution in groundwater management and to evaluate the benefit of
stakeholder incorporation into the different stages of the planning process,
to find an overall satisfying solution for groundwater management. The
research was conducted in the Mancha Oriental groundwater system (Spain),
subject to intensive use of groundwater for irrigation. A complex set of
objectives and attributes was defined, and the management alternatives were
created by a combination of different fundamental actions, considering
different implementation stages and future changes in water resource
availability. Interviews were conducted with representative stakeholder
groups using an interactive platform, showing simultaneously the consequences
of changes in preferences to the alternative ranking. Results show that the
approval of alternatives depends strongly on the combination of measures and
the implementation stages. Uncertainties in the results were notable, but did
not influence the alternative ranking heavily. The expected reduction in
future groundwater resources by climate change increases the conflict
potential. The implementation of the method in a very complex case study,
with many conflicting objectives and alternatives and uncertain outcomes,
including future scenarios under water limiting conditions, illustrates the
potential of the method for supporting management decisions.</p>
  </abstract>
    </article-meta>
  </front>
<body>
      

<sec id="Ch1.S1" sec-type="intro">
  <title>Introduction</title>
      <p>Groundwater is a vital natural resource for the reliable and economic
provision of potable water supply in both urban and rural environments
(Foster et al., 2002). It serves as a basis for life and social prosperity.
The limited availability of clean water, whether it originates from rivers or
from aquifers, produces conflicts. Groundwater resources in La Mancha
Oriental are suffering increasing pressure due to water abstraction for
irrigation and urban water supply (López Sanz, 2010). Conflicts related
to large-scale groundwater management develop in many cases into intractable
conflicts, which are typically very complex, involving many parties and
interests, a long history, and even strong emotions (e.g. Llamas and Martinez
Santos, 2005; Bromley et al., 2001).</p>
      <p>To undertake a comprehensive decision-making approach, the complexity of
groundwater management demands needs to represent all stakeholder interests,
while being understandable for stakeholders in a participative context
(Karjalainen et al., 2013). The guarantee of a balanced use of the available
water is attempted by legislative restrictions, but also by increasing the
awareness and participation of society (López-Gunn and Martinez-Cortina,
2006). With the implementation of the European Water Framework
Directive, WFD (European Commission, 2000), the ecological function of water
becomes more relevant for decision making. To guarantee the fulfilment of
the WFD while maximising social benefits, effective management of the
available resources is required. The WFD requires that member states take the
necessary measures to “protect, enhance and restore all bodies of
groundwater”. The
objective for groundwater bodies is to reach a “good” groundwater status,
which implies both a good quantitative and good chemical status. The
directive requires the definition and implementation of cost-effective
combinations of measures that should be implemented to achieve good
groundwater status. The high complexity and uncertainty demands decision
support tools that help the decision makers to find an optimal solution by
assessing the trade-offs among economic, social and ecological objectives.</p>
      <p>The use of multi-criteria decision analysis (MCDA) can help facilitate the
negotiation process among stakeholders by changing their preferences towards
more consensus-orientated decisions (Hostmann et al., 2005; Marttunen et al.,
2013). A comprehensive approach is required to face the multiple objectives
and alternatives (Karjalainen et al., 2013; Stefanopoulos et al., 2014). As
MCDAs are often technically oriented, complex and difficult to understand for
laymen (Kangas et al., 2008), the challenge exists in finding an evaluation
process of alternatives that are comprehensible for stakeholders while
representing the complexity of environmental decision processes.</p>
      <p>Decision-making methods share common characteristics, such as the presence of
multiple, non-commensurable and conflicting criteria, different units of
measurement among the criteria and the presence of quite different
alternative policies (Bogardi and Nachtnebel, 1994). This work analyses the
different management alternatives by focusing first on the objectives
(value-thinking approach) and, secondly, on evaluating the alternatives using
the multi-attribute value theory (MAVT). The MAVT represents a value measurement
model in which numerical scores are constructed in order to represent the
degree to which one decision option may be preferred over another (Keeney and
Raiffa, 1976). The approach has been proven to provide a transparent and
systematic framework to analyse problems with multiple criteria and
alternatives when working with stakeholders (Mustajoki et al., 2011;
Karjalainen et al., 2013).</p>
      <p>The main objective of this work is to test the aptitude of MAVT in analysing
the complex system of groundwater management and to enhance conflict
mediation in the Mancha Oriental (MO) aquifer in eastern Spain. In the MO
aquifer, management conflict is a long lasting and complex problem in which
collective actions play an essential role (López-Gunn, 2003).</p>
      <p>This study applies the MAVT approach to facilitate conflict resolution for a
sustainable management of the MO aquifer, and estimates the conflict
potential for different management alternatives considering stakeholder
preferences and values. The method considers all possible alternative
policies, identifies different objectives and elicits stakeholder preferences
on the objectives. Key questions of the analyses are the following.
<list list-type="bullet"><list-item><p>How do stakeholders rank management alternatives and are the results of our method coherent with holistic rankings?</p></list-item><list-item><p>What are the principal points of conflict?</p></list-item><list-item><p>How do different future scenarios influence the preferences of stakeholders?</p></list-item><list-item><p>What are the advantages of stakeholder inclusion for sustainable groundwater management?</p></list-item></list></p>
</sec>
<sec id="Ch1.S2">
  <title>Method</title>
      <p>The MAVT is a multi-criteria decision analysis (MCDA) tool for solving
complex real-world decision problems, judging different amelioration
alternatives for finding a well-accepted solution (Mustajoki et al., 2011;
Bogardi and Nachtnebel, 1994). Different alternatives are ranked by
evaluating the fulfilment of set objectives. Stakeholder interviews and
workshops are used to elicit their preferences.</p>
      <p>For the evaluation of the alternatives, we adopted the additive value
function (weighted sum of a single attribute function) (Belton and Steward,
2002; Hostmann et al., 2005):
          <disp-formula id="Ch1.E1" content-type="numbered"><mml:math display="block"><mml:mrow><mml:mi>V</mml:mi><mml:mfenced open="(" close=")"><mml:mi>A</mml:mi></mml:mfenced><mml:mo>=</mml:mo><mml:mo movablelimits="false">∑</mml:mo><mml:msub><mml:mi>w</mml:mi><mml:mi>i</mml:mi></mml:msub><mml:mo>⋅</mml:mo><mml:msub><mml:mi>v</mml:mi><mml:mi>i</mml:mi></mml:msub><mml:mo>(</mml:mo><mml:msub><mml:mi>a</mml:mi><mml:mi>i</mml:mi></mml:msub><mml:mo>)</mml:mo><mml:mo>,</mml:mo></mml:mrow></mml:math></disp-formula>
        with <inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>a</mml:mi><mml:mi>i</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> as the level of attribute <inline-formula><mml:math display="inline"><mml:mi>i</mml:mi></mml:math></inline-formula> resulting from alternative <inline-formula><mml:math display="inline"><mml:mi>A</mml:mi></mml:math></inline-formula>,
<inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>v</mml:mi><mml:mi>i</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> (<inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>a</mml:mi><mml:mi>i</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>) the single attribute function, <inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>w</mml:mi><mml:mi>i</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> the weights of the
attributes and <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>V</mml:mi><mml:mo>(</mml:mo><mml:mi>A</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula> the total value of the alternative.</p>
      <p>The value function has the vector of attribute levels that quantifies the
effects of an alternative as an argument and converts it into a single value
that expresses the satisfaction for that alternative in regard to an
objective (Soncini-Sessa, 2007). The single value ranges from 0 to 1 for
every objective and allows different objectives to be compared. The single
value function is unique for every stakeholder and objective. The weights
express the importance of each criterion compared to other criteria. The
value of the weights depends on the relative importance that the stakeholder
associates with each attribute. The goal is to attain lumped measurement for
the attractiveness or utility of the outcome of a set of alternatives by
stakeholders.</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F1"><caption><p>Method of evaluation of alternatives: grey charts indicate parts
with stakeholder involvement.</p></caption>
        <?xmltex \igopts{width=236.157874pt}?><graphic xlink:href="https://www.hydrol-earth-syst-sci.net/19/1325/2015/hess-19-1325-2015-f01.jpg"/>

      </fig>

<sec id="Ch1.S2.SS1">
  <title>General approach</title>
      <p>The general approach of the evaluation process is shown in Fig. 1. The
applied approach is almost similar to the DAI approach (the decision analysis
approach; Marttunen and Hämäläinen, 1995; Karjalainen et al.,
2013) that provides strong interactivity with the stakeholders through
facilitated meetings and personal computer-aided interviews of stakeholders.</p>
      <p>In a very first step, the problem has to be defined clearly. The second step
involves a complete identification of the stakeholders who are involved in the
problem. The snowball approach is used for that purpose. A crucial step (step
3) is the identification of all stakeholder objectives. Objectives are
identified with stakeholders, representing their values and interests. They
are ordered in a hierarchy tree with different levels of detail, considering
the different scope, inconsistency and explicitness (Keeney and Raiffa,
1976). We arranged lower-level objectives into ecological, economic and
social objectives (Bogardi et al., 1982). Afterwards (step 4), potential
measures are defined and combined into alternatives (step 5).</p>
      <p>The description of impacts is carried out through a consequence table (step
6) showing the consequence that a given alternative will have for a given
objective. A consequence matrix is built up through various sub-steps (Keeney
and Raiffa, 1976). First, the physical impact of an alternative to the
hydrological system is analysed and quantified using measurable units. Then,
its socioeconomic and economic impacts are quantified. To include the
possible impacts of climate change on preferences, two impact matrices are
created, where one depicts the status quo of available water resources and
the other one includes changes in future water resource availability. In step
7, interviews are conducted to elicit stakeholders' preferences which are
described in detail below. The results from steps 6 and 7 are combined with
Eq. (1) to rank the alternatives (step 8) among the stakeholders. Afterwards,
they are presented in a workshop (step 9), where stakeholders are also asked
to rank the measures independently of any prior objectives. The results (8
and 9) are assessed and interpreted in step 10, and differences in rankings
of future scenarios are compared (step 11). Finally, a sensitivity analysis
is conducted to test the robustness of the obtained results towards
uncertainties in the attribute levels of the alternatives (consequence
matrix) and in the attribute valuation of the stakeholders.</p>
</sec>
<sec id="Ch1.S2.SS2">
  <title>Stakeholders' preferences</title>
      <p>Stakeholders are asked in the interviews to evaluate
different levels of attributes for every objective on a standardised scale.
The attribute level range must cover all the attribute levels of the
alternatives, limited by the highest and lowest levels of all of them (Keeney
and Raiffa, 1976).</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F2"><caption><p>Interactive tool for stakeholders to define value functions
(developed in Microsoft Excel).</p></caption>
          <?xmltex \igopts{width=236.157874pt}?><graphic xlink:href="https://www.hydrol-earth-syst-sci.net/19/1325/2015/hess-19-1325-2015-f02.png"/>

        </fig>

      <p>The single attribute value function <inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>v</mml:mi><mml:mi>i</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> (<inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>a</mml:mi><mml:mi>i</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>) is assessed with the
direct rating method, which is a numerical estimation method (von Winterfeldt
and Edwards, 1986). The evaluation is done with Microsoft
Excel<sup>©</sup> on an interactive evaluation platform, so
that the decider is able to see a visualisation of answers (Fig. 2). The
range of attribute levels is limited by the highest and lowest levels of the
attribute in all alternatives of both scenarios. The respondent is asked to
estimate the strength of preferences of every attribute level on a numeric
scale between 1 and 0, with 1 as the most preferred level and 0
as the least preferred
level. The remaining levels have to be rated between 1 and 0, considering the
space between two attribute levels as the strength of preference between
them. The value function is a transformation of the attribute levels of the
objective on a comparable scale between 1 and 0.</p>
      <p>In addition to the value functions, the weights of the different objectives
have to be elicited for every representative. To avoid the risk of
stakeholder behavioural biases, it is
of high importance to understand the possible influences and impacts on the
results of different methods (Roberts and Goodwin, 2002). Different weighting
methods lead to different results, although they are based on the same
theoretical assumptions (Pöyhönen and Hämäläinen,
2001). Therefore, it is important to use
a method which on the one hand, is easily understandable for the interviewed
persons and on the other hand, statistically applicable and traceable. In this
study, we have applied the SWING method (von Winterfeldt and Edwards, 1986).
In this approach, the attribute ranges are explicitly incorporated into the
elicitation questions, being proven to be a successful method in convergence
tests (Pöyhönen and Hämäläinen, 2001).</p>
      <p>The calculation of the results was realised with
Web-HIPRE<sup>©</sup> version 1.22, a web version of the
HIPRE 3<inline-formula><mml:math display="inline"><mml:mo>+</mml:mo></mml:math></inline-formula> software for decision analytic problem structuring, multi-criteria
evaluation and prioritisation (Mustajoki and Hämäläinen, 2000).
The further processing of the data was realised with Microsoft
Excel<sup>©</sup>.</p>
      <p>The preferences have been ranked and the different fundamental actions have
been analysed. Additionally, a sensitivity analysis has been conducted to
deal with uncertainty in the valuations and also with uncertainty in the
attribute levels. The conflict potential has been interpreted and the ranking
discrepancy expressed by the mean standard deviation of the average ranking
of all stakeholders. The influence of the dynamic variables has been analysed
by comparing the two scenarios, observing the changes in the rankings.
Finally, the aptitude of the MAVT method has been evaluated, comparing the
results of the model with the results of the holistic alternative ranking,
which have been evaluated by some catch questions in the interviews.</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F3"><caption><p>Case study area: Mancha Oriental aquifer in south-eastern Spain.</p></caption>
          <?xmltex \igopts{width=236.157874pt}?><graphic xlink:href="https://www.hydrol-earth-syst-sci.net/19/1325/2015/hess-19-1325-2015-f03.png"/>

        </fig>

<?xmltex \hack{\newpage}?>
</sec>
</sec>
<sec id="Ch1.S3">
  <title>The case study</title>
<sec id="Ch1.S3.SS1">
  <title>Description</title>
      <p>The Mancha Oriental (MO) aquifer is located in south-eastern Spain in the
eastern part of the Mancha plain, mainly in the provinces of Albacete and
Cuenca, in the Castilla–La Mancha region (central Spain), with small areas
in the Valencian Community and Murcia (see Fig. 3). It is part of the
Júcar River basin district as one of its 52 groundwater bodies, with a
total extension of approximately 8000 km<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:math></inline-formula> (CHJ, 2009), and is consequently the biggest aquifer of
this system and one of the largest carbonate aquifer systems in Spain. The
major part of the system belongs to the catchment of the Júcar River,
which is strongly connected to the aquifer.</p>
      <p>The region is characterised by a semiarid continental climate, with an
effective average rainfall of about 350 mm year<inline-formula><mml:math 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> varying between
150 mm in dry years and 750 mm in humid years (López-Fuster, 1999). The
average net precipitation of the system from 1945 to 1975 was about
338 Mm<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">3</mml:mn></mml:msup></mml:math></inline-formula> year<inline-formula><mml:math 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> (CHJ, 2009). However, in the last decade, it
decreased to 292 Mm<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">3</mml:mn></mml:msup></mml:math></inline-formula> (86 %).</p>
      <p>With its high agricultural activity and semiarid climate, about 90 % of
water in the eastern Mancha region is demanded by agriculture (CHJ, 2009), of
which the major part is used for irrigation and a small part for livestock
breeding. Urban water demand accounts only for about 10 % of the total
demand and plays a secondary role. The intensive expansion of irrigation
since the early 1970s and the cultivation of high water consumption crops led
to a significant increase in water demand and groundwater pumping. In the
last years, the gross extractions have stabilised between 300 and
450 Mm<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">3</mml:mn></mml:msup></mml:math></inline-formula>. However, the renewable resources are assessed between 280 and
330 Mm<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">3</mml:mn></mml:msup></mml:math></inline-formula> year<inline-formula><mml:math 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> (CHJ, 2009) and, consequently, the aquifer balance
is still negative.</p>
      <p>The intensive groundwater pumping has led to a significant drop in the
groundwater level, and the piezometric level is locally about 35 m or more
under the level of the natural regime (Sanz et al., 2009). As a consequence,
the springs, whether they are permanent, temporal or ephemeral, are suffering
a notable change in the discharge, and 13 % of them have dried up
(López-Sanz, 2010). Also, the discharge of the Júcar River is heavily
influenced, as stream aquifer interaction in the upper reach has changed from
a gaining river to a losing or even non-connected river.</p>
      <p>The Júcar River is the main surface watercourse in the Mancha region. In
the upstream limit of the aquifer region, the Alarcón reservoir (with a
storage capacity of 1112 Mm<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">3</mml:mn></mml:msup></mml:math></inline-formula>) serves the main streamflow regulator,
providing water supply for urban demand in the region and partially for
agriculture. El Molinar reservoir represents the downstream geographic limit
of the Júcar River reach within the MO region.</p>
      <p>The MO aquifer system has suffered since the early 1970s from a continuous
drop in groundwater levels due to intense groundwater pumping. This pumping
has been provoked by an important transformation from dry land to irrigated
land and consequently an increasing demand for irrigation water for
agriculture. Promoted by economic incentives, the development of an intensive
agriculture has led to a total irrigated area of about 100 000 ha, whereof
the predominant part is supplied by groundwater. Agriculture is the most
important economic factor in the MO region. However, the overexploitation of
the aquifer produces important ecological impacts, ranging from the drying of
springs and wetlands to the disappearance and regime alteration of the rivers
and the pollution of groundwater from nitrogen leaching due to the intense
fertiliser use. Nitrate concentrations in groundwater of up to
125 mg L<inline-formula><mml:math 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> have been measured at certain locations (Moratalla et al.,
2009), and the aquifer has been designated a nitrate vulnerable zone by the
Castilla–La Mancha regional government.</p>
      <p>Yet, water use from the aquifer is limited by the River Basin Authority
(Confederación Hídrográfica del Júcar) and the Jucar River
Basin Management Plan. The regulation and control of water abstractions is
managed by the Junta de Regantes de la Mancha Oriental, with about 800
members and an irrigated area of 90 000 ha. Groundwater abstractions and
water use are controlled by remote sensing and personal inspections
(Castaño et al., 2010). The total irrigated area fluctuates between
100 000 and 110 000 ha.</p>
      <p>Various measures have already been proposed to halt overexploitation and
achieve the goal of sustainable aquifer management, by controlling the
quantitative overexploitation of the aquifer through collective actions
(López-Gunn, 2003) and achieving a good chemical status of the aquifer
through the use of fertiliser standards and fertiliser taxes (Peña-Haro et al., 2010, 2014).</p>
      <p>This study intends to identify the points of conflict between stakeholders to
create a basis for further planning, and also to sensitise the stakeholders
to possible impacts caused by different management. A general approach to
find well-accepted measures
should be found by testing the MAVT method,
incorporating the stakeholders. And finally, the method's aptitude for
conflict resolution in water management has been evaluated. The impact
assessment of the measures and the evaluation of alternatives have been
realised for the year 2027, which is homogeneous with the provided deadline
of fulfilling the goals set in the WFD in the second instance. To evaluate
the robustness to external changes, two future scenarios were considered: a
static and a dynamic one, including possible changes in the available water
resources in future. The application of the MAVT in the case study of the MO
aquifer should give an idea of the possible impacts of various alternatives,
its fulfilment of the objectives for the different stakeholders, and the
conflict potential of the alternatives between the stakeholders. Furthermore,
the aptitude of the MAVT as a tool for conflict resolution in water
management has been tested.</p>

<?xmltex \floatpos{t}?><table-wrap id="Ch1.T1" specific-use="star"><caption><p>Stakeholder groups and representatives in La Mancha Oriental.</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="right"/>
     <oasis:thead>
       <oasis:row rowsep="1">  
         <oasis:entry colname="col1">Stakeholder</oasis:entry>  
         <oasis:entry colname="col2">Representation</oasis:entry>  
         <oasis:entry colname="col3">Interviewee(s)</oasis:entry>
       </oasis:row>
     </oasis:thead>
     <oasis:tbody>
       <oasis:row>  
         <oasis:entry colname="col1">National administration</oasis:entry>  
         <oasis:entry colname="col2">Jucar River Basin Authority</oasis:entry>  
         <oasis:entry colname="col3">1</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">Regional administration</oasis:entry>  
         <oasis:entry colname="col2">Regional government</oasis:entry>  
         <oasis:entry colname="col3">1</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">Municipalities</oasis:entry>  
         <oasis:entry colname="col2">Local government, municipal association</oasis:entry>  
         <oasis:entry colname="col3">2</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">Agricultural representatives</oasis:entry>  
         <oasis:entry colname="col2">Junta Central de Regantes de la Mancha Oriental</oasis:entry>  
         <oasis:entry colname="col3">1</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">Environmental organisation</oasis:entry>  
         <oasis:entry colname="col2">Local environmental organisations</oasis:entry>  
         <oasis:entry colname="col3">2</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">Industry</oasis:entry>  
         <oasis:entry colname="col2">Power generation, water-using industry, fertiliser production</oasis:entry>  
         <oasis:entry colname="col3">0</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">Recreational organisations</oasis:entry>  
         <oasis:entry colname="col2">Recreational and tourism organisations</oasis:entry>  
         <oasis:entry colname="col3">0</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">Regional development organisations</oasis:entry>  
         <oasis:entry colname="col2">ADIMAN, Institute of Regional Development</oasis:entry>  
         <oasis:entry colname="col3">2</oasis:entry>
       </oasis:row>
     </oasis:tbody>
   </oasis:tgroup></oasis:table></table-wrap>

</sec>
<sec id="Ch1.S3.SS2">
  <title>Application</title>
<sec id="Ch1.S3.SS2.SSS1">
  <title>Identification of stakeholders</title>
      <p>The very first step was the characterisation of the problem of sustainable
groundwater management in the case study and the identification of all the
relevant stakeholders involved. In a large and complex groundwater system
such as the MO, a broad range of interests are involved. The identification
of the main stakeholders involved in this study was based on interviews with
experts with regional knowledge and the application of the snowball
principle, which involves asking already identified stakeholders to identify
new ones (Hostmann, 2005). Eight stakeholder groups were finally selected
(Table 1).</p>
      <p>During the identification process, we checked whether a stakeholder's
involvement was reasonable for avoiding biased results. Therefore, three
exclusion criteria were defined:
<list list-type="bullet"><list-item><p>lack of knowledge about the aquifer system;</p></list-item><list-item><p>lack of willingness to cooperate; and</p></list-item><list-item><p>missing empathy with the aquifer management problem.</p></list-item></list></p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F4"><caption><p>Hierarchy value tree of objectives from interviews with experts and
stakeholders.</p></caption>
            <?xmltex \igopts{width=236.157874pt}?><graphic xlink:href="https://www.hydrol-earth-syst-sci.net/19/1325/2015/hess-19-1325-2015-f04.png"/>

          </fig>

</sec>
<sec id="Ch1.S3.SS2.SSS2">
  <title>Identification of objectives and attributes</title>
      <p>A hierarchy tree (see Fig. 4) was defined by experts and afterwards discussed
and adapted with experts and stakeholders until the constructed hierarchy of
objectives was accepted by all of them. This was absolutely crucial for
gaining acceptance of the results. All the objectives contribute to the
overall goal of sustainable management of the groundwater system.</p>
      <p>Afterwards, attributes with measurable units were assigned to each objective
on a quantitative or qualitative scale in order to assess the performance of
the different alternatives in relation to that objective. A qualitative scale
was assigned when a high uncertainty existed in the impact assessment, and
also if the comprehensibility of qualitative data in the valuation process
was easier for stakeholders. One of the criteria was that a clear association
of the attribute with the objective be given (Keeney and Raiffa, 1976).
Another criterion was the validity of the attribute in the entire study area,
as the MO aquifer management issues are not only local. Physical impacts
especially were expressed all over the area's representative value (e.g.
groundwater depletion cannot be used as an attribute, as the impact varies
over the area). A division of the objectives into geographical zones by
lower-levelled sub-objectives was contemplated, but finally rejected, because
of the danger of the appearance of local interests in the valuation process
and the loss of the objective character. A list of identified objectives with
attributes can be found in Table 2.</p>

<?xmltex \floatpos{t}?><table-wrap id="Ch1.T2" specific-use="star"><caption><p>Attributes and measurement units for the lowest-level objectives.</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">Objectives</oasis:entry>  
         <oasis:entry colname="col2">Attribute</oasis:entry>  
         <oasis:entry colname="col3">Unit</oasis:entry>
       </oasis:row>
     </oasis:thead>
     <oasis:tbody>
       <oasis:row>  
         <oasis:entry colname="col1"/>  
         <oasis:entry colname="col2"/>  
         <oasis:entry colname="col3">Groundwater nitrate</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">Good chemical groundwater status</oasis:entry>  
         <oasis:entry colname="col2">Water quality</oasis:entry>  
         <oasis:entry colname="col3">concentration: mg L<inline-formula><mml:math 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:row>
       <oasis:row>  
         <oasis:entry colname="col1">Good quantitative status of the aquifer</oasis:entry>  
         <oasis:entry colname="col2">Groundwater budget</oasis:entry>  
         <oasis:entry colname="col3">million m<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">3</mml:mn></mml:msup></mml:math></inline-formula> year<inline-formula><mml:math 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:row>
       <oasis:row>  
         <oasis:entry colname="col1">Recuperation of springs and wetlands</oasis:entry>  
         <oasis:entry colname="col2">Recuperation potential</oasis:entry>  
         <oasis:entry colname="col3">Qualitative scale</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">Good ecological status (Júcar)</oasis:entry>  
         <oasis:entry colname="col2">Stream–aquifer interaction</oasis:entry>  
         <oasis:entry colname="col3">Qualitative scale</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">Max. utilisation of irrigable areas</oasis:entry>  
         <oasis:entry colname="col2">Irrigation area</oasis:entry>  
         <oasis:entry colname="col3">ha</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">High crop profitability</oasis:entry>  
         <oasis:entry colname="col2">Net benefit per ha.</oasis:entry>  
         <oasis:entry colname="col3">EUR</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">Industrial productivity / energy potential</oasis:entry>  
         <oasis:entry colname="col2">Influence on energy production in the Júcar River</oasis:entry>  
         <oasis:entry colname="col3">Qualitative scale</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">Short realisation time</oasis:entry>  
         <oasis:entry colname="col2">Time between planning and realisation times</oasis:entry>  
         <oasis:entry colname="col3">Years</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">Low implementation costs</oasis:entry>  
         <oasis:entry colname="col2">Cost of measures, etc.</oasis:entry>  
         <oasis:entry colname="col3">EUR/qualitative</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">Low maintenance and management cost</oasis:entry>  
         <oasis:entry colname="col2">Cost of administration and control</oasis:entry>  
         <oasis:entry colname="col3">EUR</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">Create employment</oasis:entry>  
         <oasis:entry colname="col2">Number of jobs</oasis:entry>  
         <oasis:entry colname="col3">Number of jobs</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">Improve recreational opportunities</oasis:entry>  
         <oasis:entry colname="col2">Recreational space</oasis:entry>  
         <oasis:entry colname="col3">Qualitative scale</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">Increase in regional productivity</oasis:entry>  
         <oasis:entry colname="col2">Influence on per capita income of region</oasis:entry>  
         <oasis:entry colname="col3"><inline-formula><mml:math display="inline"><mml:mrow><mml:mo>+</mml:mo><mml:mo>/</mml:mo><mml:mo>-</mml:mo></mml:mrow></mml:math></inline-formula></oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">High cost–benefit ratio</oasis:entry>  
         <oasis:entry colname="col2">Cost-benefit ratio</oasis:entry>  
         <oasis:entry colname="col3">%</oasis:entry>
       </oasis:row>
     </oasis:tbody>
   </oasis:tgroup></oasis:table></table-wrap>

</sec>
</sec>
<sec id="Ch1.S3.SS3">
  <title>Definition of management alternatives</title>
      <p>Management alternatives were not defined by experts, but were created from
already proposed measures. Given that the overexploitation of the MO aquifer
has been a problem for many years, different measures have already been
developed by different organisations, varying in the basic approach to
solving the aquifer management problem (López-Gunn, 2003; Martín de Santa Olalla
Mañas et al., 1999; Peña-Haro et al.,
2010, 2014). After all potential measures were identified, they were grouped
into fundamental actions (FA).
<list list-type="order"><list-item><p>FA1: Control/restriction of groundwater use
<list list-type="custom"><list-item><label>a.</label><p>Reduction in irrigated agricultural area, change to dry farming</p></list-item><list-item><label>b.</label><p>Reduction in water allotment in drought periods</p></list-item><list-item><label>c.</label><p>Change of crops</p></list-item><list-item><label>d.</label><p>Improvement in extraction controls</p></list-item><list-item><label>e.</label><p>Improvement in irrigation efficiency</p></list-item></list></p></list-item><list-item><p>FA2: Increased surface water use / groundwater substitution
<list list-type="custom"><list-item><label>a.</label><p>Groundwater substitution by surface water for agricultural and urban
water supply</p></list-item></list></p></list-item><list-item><p>FA3: Water demand reduction by economic instruments
<list list-type="custom"><list-item><label>a.</label><p>Implementation of fertiliser standards</p></list-item><list-item><label>b.</label><p>Implementation of water taxes and fertiliser taxes</p></list-item></list></p></list-item></list>
To generate alternatives, a system-generating approach was applied, creating
for every fundamental action different levels of implementation (Bogardi et
al., 1982), from slow (level 1) to high (level 3).
<list list-type="custom"><list-item><label>FA1:</label><p>(W1, W2, W3)</p></list-item><list-item><label>FA2:</label><p>(S1, S2, S3)</p></list-item><list-item><label>FA3:</label><p>(E1, E2, E3)</p></list-item></list>
In a further step, the actions were combined with all different
implementation stages considering various restrictions (<inline-formula><mml:math display="inline"><mml:mi>R</mml:mi></mml:math></inline-formula>). In total, 27
discrete alternatives (<inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>A</mml:mi><mml:mi>i</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>) were defined by

                <disp-formula id="Ch1.E2" content-type="numbered"><mml:math display="block"><mml:mrow><mml:msub><mml:mi>A</mml:mi><mml:mi>i</mml:mi></mml:msub><mml:mo>=</mml:mo><mml:msub><mml:mi>A</mml:mi><mml:mi>i</mml:mi></mml:msub><mml:mo>(</mml:mo><mml:msub><mml:mi>W</mml:mi><mml:mi>j</mml:mi></mml:msub><mml:mo>,</mml:mo><mml:msub><mml:mi>S</mml:mi><mml:mi>k</mml:mi></mml:msub><mml:mo>,</mml:mo><mml:msub><mml:mi>E</mml:mi><mml:mi>l</mml:mi></mml:msub><mml:mo>;</mml:mo><mml:mi>R</mml:mi><mml:mo>)</mml:mo><mml:mo>.</mml:mo></mml:mrow></mml:math></disp-formula>

          The alternative with the lowest implementation stage for all fundamental
actions represents the status quo alternative. The compatibility of the
different measures was checked. Two exclusion criteria to check for
compatibility have been set: (1) two measures are partially dependent and
have contradictory outcomes, and (2) a measure makes another measure
redundant. Restrictions (<inline-formula><mml:math display="inline"><mml:mi>R</mml:mi></mml:math></inline-formula>) referred to external or immutable variables
that influence the available water resources. In the MO aquifer, these
restrictions come from river discharge constraints for downstream adjacent
regions, but also reliability of the urban water supply. Putting restrictions
helped to focus on an inner solution of the aquifer management.</p>
      <p>Although the direct ranking of a high number of complex alternatives with
different outcomes would be a very difficult, unrealistic and probably
meaningless task for the stakeholders, the MAVT will allow for the indirectly ranking of
the alternatives for each stakeholder by obtaining their values and
preferences in terms of objectives, and by assessing the performance of the
alternatives on those objectives.</p>
</sec>
<sec id="Ch1.S3.SS4">
  <title>Impact assessment</title>
      <p>To assess how well each alternative meets the objectives, the impact
assessment was forecasted for a certain time horizon. As the principal
objectives are based on the guidelines of the WFD, the deadlines for its
implementation were chosen. The date of evaluation was set in 2027, since
this is one of the stages to be addressed. The base situation described the
average situation between 2000 and 2008 to avoid possible anomalies of one
specific year. Some of the proposed measures have already been implemented or
are in the process of realisation.</p>
      <p>To analyse the influence of climate change and other changes in the
hydrological system, two scenarios with different assessment (consequence)
matrices were introduced:
<list list-type="bullet"><list-item><p>scenario 1: static scenario; and</p></list-item><list-item><p>scenario 2: dynamic scenario.</p></list-item></list>
Scenario 1 assumes no changes in external influences or restrictions to the
base situation between 2000 and 2008. This scenario focuses on the changes
and influence of agricultural management measures.</p>
      <p>Scenario 2 incorporated changes in urban water demand and climate. The
possible impact of climate change on water resources
(Chirivella-Osma, 2010) and the possible increase
in urban water supply, handled as a restriction, were introduced into the
calculation of the impact assessment. By comparing the results, the
vulnerability of the acceptance of different measures and changes in
preferences could be evaluated as well as the importance of the outcome by
considering such variables.</p>
      <p>For the assessment of the physical impact assessment, we used an existing
groundwater model (Sahuquillo et al., 2008; Sanz et al., 2011), groundwater budgets from the
annual statistics of the Jucar River Basin Agency (CHJ) and piezometric level
observations (Lopez Sanz, 2010). Fitted regression equations (Sanz et al.,
2009) and nitrate measurements (Moratalla et al., 2009) were used to estimate
the influence of management options on nitrate concentration. For the
assessment of possible climate change impacts on the water resources, we used
estimations from Chirivella-Osma (2010) and Chirivella-Osma et
al. (2015).</p>
      <p>For the assessment of economic and socioeconomic impact, we used
input–output matrices from the statistics institute of Castilla–La Mancha,
and fitted regressions from previous hydroeconomic models of the groundwater
system (Peña-Haro et al., 2010, 2014) to estimate the effects of
different policies such as fertiliser taxation and water prices, and other
relevant data from previous studies in the same case study (López Fuster,
1999; Martín de Santa Olalla Mañas, 1999)</p>
</sec>
<sec id="Ch1.S3.SS5">
  <title>Quantification of the stakeholders' preferences</title>
      <p>The value function and the weights of the alternatives were elicited through
interviews with representatives of every stakeholder group. The valuation of
the attributes was realised for the range between the lowest and highest
levels of the attribute for all alternatives in both scenarios. This range
differed slightly between the two scenarios, and it would have required
separate valuation interviews for every scenario. However, it was confusing
for stakeholders to realise an interview twice with almost identical ranges
of attributes. Because of this, a little error has been accepted, as it was
not of high significance to the outcomes. Also, the use of qualitative scales
of attribute levels reduced this problem.</p>
      <p>Personal computer-aided interviews (Sect. 2.2) were conducted with
representatives of the stakeholder groups. Either the interview was with the
official spokesman of a stakeholder group or with at least two stakeholders
per stakeholder group, to maintain the objective character. Within one
stakeholder group, the values of the representatives were averaged. If a
stakeholder was not available for a personal interview, it was conducted by
electronic interview, although personal interviews were preferred to avoid
misinterpretations or errors in the valuation. In addition to the elicitation
of the value function and weights, some general questions about the aquifer
management were asked. Through the interview questions, the interviewee's
holistic preferences were evaluated. Afterwards, a workshop in Albacete
(Spain) was held, where the results were presented and stakeholders were
asked to evaluate their prior valuation of preferences.</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F5"><caption><p>Ranking of alternatives by the stakeholders in scenario 1.</p></caption>
          <?xmltex \igopts{width=236.157874pt}?><graphic xlink:href="https://www.hydrol-earth-syst-sci.net/19/1325/2015/hess-19-1325-2015-f05.png"/>

        </fig>

</sec>
</sec>
<sec id="Ch1.S4" sec-type="conclusions">
  <title>Results</title>
<sec id="Ch1.S4.SS1">
  <title>Ranking of alternatives and interpretation of results</title>
      <p>Based on the total value of the alternatives for the stakeholder groups, we
proceeded to rank the different alternatives between 1 (best) and 36 (worst).
The different alternatives were ranked quite similarly (see Fig. 5) across
the stakeholder groups, although some clear discrepancies can also
be detected. According to the
results of the MAVT method, stakeholders tend to prefer a mix of different
fundamental actions for problem resolution. The potential of combined
measures might be preferred for economic reasons, and might cause smaller
impacts distributed in various sectors instead of one rigorous measure. For
an alternative to be considered good, ecological, economic and also social
interests have to be considered. Of course, among the different stakeholder
groups the focus differs, but the best-ranked alternatives are still the
same. Figure 6 shows the evaluation of the alternatives and the range of
variation between stakeholders. The best overall alternatives were chosen in
two steps. Firstly, all dominated alternatives were eliminated. Secondly, the
sum of the stakeholder rankings was calculated for every alternative. The
lower the sum of ranking, the better the overall evaluation.</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F6"><caption><p>Standardised values of preferences of the alternatives by the
stakeholders (min, median, 75th percentile, max).</p></caption>
          <?xmltex \igopts{width=236.157874pt}?><graphic xlink:href="https://www.hydrol-earth-syst-sci.net/19/1325/2015/hess-19-1325-2015-f06.png"/>

        </fig>

      <p><?xmltex \hack{\newpage}?>By analysing the composition of the total preference value, it could be seen
that economic, ecological and social interests had to be fulfilled by an
alternative to achieve a good ranking.</p>
      <p>The representatives of all stakeholder groups agreed that a restriction on
water access is necessary to obtain sustainable aquifer management. The
impediment of a further increase in the water demand by legal
instruments  was
fundamental for a high ranking of an alternative. It can be reasoned that any
other measures will be declined if there is no restriction on water access.
Such measures are the reduction in the irrigated agricultural area, the
reduction in the water allotment in drought periods, restrictions for high
water needing crops, the improvement in extraction controls and the
improvement in the irrigation efficiency. Alternatives 1–9 do not include
such measures to limit the water access, and received consequently a low
ranking. Also, the compliance of the ecological objectives relied mainly on
this restriction.</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F7"><caption><p>Normalised value ranking discrepancy expressed through the mean
deviation of preference relative values across stakeholders.</p></caption>
          <?xmltex \igopts{width=236.157874pt}?><graphic xlink:href="https://www.hydrol-earth-syst-sci.net/19/1325/2015/hess-19-1325-2015-f07.png"/>

        </fig>

      <p>Groundwater substitution by surface water was evaluated as an appropriate
measure, although the preferred implementation factor differed among the
stakeholders. Especially the high costs and the long realisation time of a
full implementation impacted negatively on the results of environmental
organisations and rural development. To agricultural representatives, it
represented a necessary measure to guarantee water supply and economic
activity.</p>
      <p>Regarding the economic instruments, fertiliser taxation is considered the
most adequate solution, especially because of its positive influence on the
nitrate concentration in groundwater. However, the influence of water
taxation on the results is quite low, and is considered less adequate than
other measures.</p>
      <p>In general, it can be observed that the main question considered a good
alternative is not only “what is the best measure”, but also “what is the
implementation stage of a measure” and “how is the combination with other
measures”.</p>
</sec>
<sec id="Ch1.S4.SS2">
  <title>Conflict potential</title>
      <p>A conflict potential might arise when there is a large variation in the
ranking of certain alternatives across all the stakeholder groups.
Analysing the conflict potential helps
to focus on the proper measures for reaching a consensus solution. The
conflict potential expressed by the mean deviation of the evaluation of
alternatives by the stakeholders is shown in Fig. 7.</p>
      <p>Analysing the fundamental actions, conflict potential could be found in the
full implementation of the planned measures. High implementation stages of
measures are just accepted by all stakeholder groups if they are combined
with other fundamental measures. For instance, the option of full
implementation of groundwater substitution is assigned a low ranking by
ecologists unless the option also includes water use restrictions to prevent
an overall increase in irrigation. On the other hand, agricultural
representatives would accept a water use restriction provided that
groundwater substitution measures are also implemented to avoid economic
drawbacks.</p>
      <p>The acceptance of economic measures varies significantly and has high
conflict potential. According to the results, water taxes are not decisive
for a good alternative ranking. Fertiliser taxes contain high conflict
potential, but they are provided in the best-ranked alternatives, due to
their regulation capacity of nitrate concentration in groundwater. However,
in reality, the acceptance of taxes, especially by agricultural
representatives (obtained by direct interviews), might be low, because of the
economic losses as a consequence.</p>
      <p>Uncertainties in the future by dynamic variables (scenario 2) are another
source of conflicts. This might be because of the uncertainty of future
development. Static external variables (scenario 1) provide more precise
results, but they might not represent the future reality.</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F8"><caption><p>Change in ranking between scenario 1 and scenario 2 of the three
best evaluated alternatives in scenario 1.</p></caption>
          <?xmltex \igopts{width=236.157874pt}?><graphic xlink:href="https://www.hydrol-earth-syst-sci.net/19/1325/2015/hess-19-1325-2015-f08.png"/>

        </fig>

<?xmltex \hack{\newpage}?>
</sec>
<sec id="Ch1.S4.SS3">
  <title>Scenario comparison</title>
      <p>The scenario comparison served to show up conflict points coming up because
of uncertainties in variables in the future. In scenario 2, due to the
inclusion of a greater urban water demand and climate change, the achievement
of the objective of sustainable aquifer management was more difficult than in
scenario 1. Figure 8 shows changes in ranking for the three best evaluated
scenarios 1. The main questions were whether there were significant changes
in the preferences of outcomes and how the alternatives change between the
two scenarios.</p>
      <p>Looking at the best evaluated alternatives in both scenarios, it could be
seen that the most preferred alternatives are not entirely the same, but that
the focal points of well-evaluated alternatives were rather similar. The
following similarities could be detected.
<list list-type="bullet"><list-item><p>Alternatives with the focus on just one measure are evaluated worse
than those with several different measures of the fundamental actions.</p></list-item><list-item><p>To obtain a good ranking, a restriction on the water access has
to be implemented.</p></list-item><list-item><p>A substitution of groundwater by surface water on a medium level
of implementation is recommended.</p></list-item><list-item><p>Control of nitrate contamination by fertiliser taxation is
desired to fulfil the ecological objectives of the WFD.</p></list-item></list>
Focusing on the differences between the scenarios, the following shifts could
be observed.
<list list-type="bullet"><list-item><p>Alternatives with a combination of various fundamental actions on
a medium level of implementation show up with the highest losses (although
their absolute rank can still be high).</p></list-item><list-item><p>The highest improvement in alternative ranks can be observed in
the alternatives with more rigorous measures as a consequence of the higher
necessity of actuating, due to the bigger water resource availability
problem.</p></list-item><list-item><p>Also, the status quo alternative improves the acceptance. This
might be because of the decreased cost efficiency of the measures. In other
words, the cost of measures is not justified by the result.</p></list-item></list>
Differences between the scenarios could be detected, but nevertheless the
tendencies of the best-ranked alternatives were the same, and alternatives
with a mix of different measures were the best ranked in both scenarios.
Nevertheless, in the MO case, the differences in the preferences of outcomes
between the scenarios were of moderate importance.</p>

<?xmltex \floatpos{t}?><table-wrap id="Ch1.T3"><caption><p>Results of sensitivity analysis: influence of changes in attribute
levels on the preference value for all stakeholder groups in %
relative to the total value.</p></caption><oasis:table frame="topbot"><?xmltex \begin{scaleboxenv}{.94}[.94]?><oasis:tgroup cols="6">
     <oasis:colspec colnum="1" colname="col1" align="left"/>
     <oasis:colspec colnum="2" colname="col2" align="right"/>
     <oasis:colspec colnum="3" colname="col3" align="right"/>
     <oasis:colspec colnum="4" colname="col4" align="right"/>
     <oasis:colspec colnum="5" colname="col5" align="right"/>
     <oasis:colspec colnum="6" colname="col6" align="right"/>
     <oasis:thead>
       <oasis:row rowsep="1">  
         <oasis:entry colname="col1"/>  
         <oasis:entry namest="col2" nameend="col6" align="center">Positive variation of attribute levels </oasis:entry>
       </oasis:row>
     </oasis:thead>
     <oasis:tbody>
       <oasis:row rowsep="1">  
         <oasis:entry colname="col1">(%)</oasis:entry>  
         <oasis:entry colname="col2">15a</oasis:entry>  
         <oasis:entry colname="col3">15b</oasis:entry>  
         <oasis:entry colname="col4">18a</oasis:entry>  
         <oasis:entry colname="col5">18b</oasis:entry>  
         <oasis:entry colname="col6">24b</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">Max. variation</oasis:entry>  
         <oasis:entry colname="col2">13.9</oasis:entry>  
         <oasis:entry colname="col3">12.4</oasis:entry>  
         <oasis:entry colname="col4">18.2</oasis:entry>  
         <oasis:entry colname="col5">17.6</oasis:entry>  
         <oasis:entry colname="col6">13</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">Min. variation</oasis:entry>  
         <oasis:entry colname="col2"><inline-formula><mml:math display="inline"><mml:mo>-</mml:mo></mml:math></inline-formula>7.5</oasis:entry>  
         <oasis:entry colname="col3"><inline-formula><mml:math display="inline"><mml:mo>-</mml:mo></mml:math></inline-formula>7.7</oasis:entry>  
         <oasis:entry colname="col4"><inline-formula><mml:math display="inline"><mml:mo>-</mml:mo></mml:math></inline-formula>9.9</oasis:entry>  
         <oasis:entry colname="col5"><inline-formula><mml:math display="inline"><mml:mo>-</mml:mo></mml:math></inline-formula>9.6</oasis:entry>  
         <oasis:entry colname="col6"><inline-formula><mml:math display="inline"><mml:mo>-</mml:mo></mml:math></inline-formula>10.5</oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">  
         <oasis:entry colname="col1">Average variation</oasis:entry>  
         <oasis:entry colname="col2">1.7</oasis:entry>  
         <oasis:entry colname="col3">1.4</oasis:entry>  
         <oasis:entry colname="col4">1.2</oasis:entry>  
         <oasis:entry colname="col5">1.3</oasis:entry>  
         <oasis:entry colname="col6">1.3</oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">  
         <oasis:entry colname="col1"/>  
         <oasis:entry namest="col2" nameend="col6" align="center">Negative variation of attribute levels </oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">  
         <oasis:entry colname="col1">(%)</oasis:entry>  
         <oasis:entry colname="col2">15a</oasis:entry>  
         <oasis:entry colname="col3">15b</oasis:entry>  
         <oasis:entry colname="col4">18a</oasis:entry>  
         <oasis:entry colname="col5">18b</oasis:entry>  
         <oasis:entry colname="col6">24b</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">Max. variation</oasis:entry>  
         <oasis:entry colname="col2">3.2</oasis:entry>  
         <oasis:entry colname="col3">1.2</oasis:entry>  
         <oasis:entry colname="col4">11</oasis:entry>  
         <oasis:entry colname="col5">10.7</oasis:entry>  
         <oasis:entry colname="col6">8.4</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">Min. variation</oasis:entry>  
         <oasis:entry colname="col2"><inline-formula><mml:math display="inline"><mml:mo>-</mml:mo></mml:math></inline-formula>17.2</oasis:entry>  
         <oasis:entry colname="col3"><inline-formula><mml:math display="inline"><mml:mo>-</mml:mo></mml:math></inline-formula>16.2</oasis:entry>  
         <oasis:entry colname="col4"><inline-formula><mml:math display="inline"><mml:mo>-</mml:mo></mml:math></inline-formula>22.9</oasis:entry>  
         <oasis:entry colname="col5"><inline-formula><mml:math display="inline"><mml:mo>-</mml:mo></mml:math></inline-formula>20</oasis:entry>  
         <oasis:entry colname="col6"><inline-formula><mml:math display="inline"><mml:mo>-</mml:mo></mml:math></inline-formula>19</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">Average variation</oasis:entry>  
         <oasis:entry colname="col2"><inline-formula><mml:math display="inline"><mml:mo>-</mml:mo></mml:math></inline-formula>5</oasis:entry>  
         <oasis:entry colname="col3"><inline-formula><mml:math display="inline"><mml:mo>-</mml:mo></mml:math></inline-formula>5.3</oasis:entry>  
         <oasis:entry colname="col4"><inline-formula><mml:math display="inline"><mml:mo>-</mml:mo></mml:math></inline-formula>3.6</oasis:entry>  
         <oasis:entry colname="col5"><inline-formula><mml:math display="inline"><mml:mo>-</mml:mo></mml:math></inline-formula>3.3</oasis:entry>  
         <oasis:entry colname="col6"><inline-formula><mml:math display="inline"><mml:mo>-</mml:mo></mml:math></inline-formula>3.8</oasis:entry>
       </oasis:row>
     </oasis:tbody>
   </oasis:tgroup><?xmltex \end{scaleboxenv}?></oasis:table></table-wrap>

</sec>
<sec id="Ch1.S4.SS4">
  <title>Sensitivity analysis</title>
      <p>The sensitivity analysis was applied to test the robustness of the results
towards uncertainties in the inputs. The results of the MAVT depend on two
principle input factors:
<list list-type="bullet"><list-item><p>the attribute levels of the alternatives (consequence matrix); and</p></list-item><list-item><p>the evaluation of the attributes by the stakeholders.</p></list-item></list>
The uncertainty in attribute levels in consequence is expressed by a possible
variation in the forecasted attribute levels for every alternative. The
sensitivity analysis was realised by varying the attributes separately in the
possible fluctuation range and analysing the influence on the outcome of the
alternatives. The fluctuations arise from uncertainties in the underlying
models of attributes (e.g. the groundwater model of the Júcar River
basin, Sahuquillo et al., 2008), but also from expert rated uncertainty
ranges in qualitatively evaluated attributes. The attributes high irrigated
area, low implementation costs, and maintenance and management costs are
excluded from the sensitivity analysis. They include fundamental
characteristics defining the consequences of
the alternatives, and are consequently treated as fixed values. The
robustness of the preferences of the alternative varies within the
stakeholder groups. Despite the influence on the preference value, the effect
on the total ranking is quite low, and the basic structure of the ranking
does not change (Table 3). The most preferred alternatives also obtain a high
ranking, considering the uncertainty range. Referring to the uncertainties in
the attribute levels, no significant negative variations are observable.</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F9"><caption><p>Preference values of stakeholder group “Ecologists” (bars) and
fluctuation range due to different valuations of attributes within the
stakeholder group.</p></caption>
          <?xmltex \igopts{width=236.157874pt}?><graphic xlink:href="https://www.hydrol-earth-syst-sci.net/19/1325/2015/hess-19-1325-2015-f09.pdf"/>

        </fig>

      <p>The uncertainty in the valuation of the attributes is given by different
value functions and weights assigned by different representatives within one
stakeholder group, which results in different preference values and
alternative rankings. A similar valuation within a stakeholder group creates
homogeneity and uncertainty becomes low. The sensitivity analysis for
uncertainty in valuations was done for stakeholder groups with more than one
representative. Uncertainties within the stakeholder groups were significant
for environmental organisations (Fig. 9); meanwhile, municipalities (Fig. 10)
and rural development had quite similar evaluations. This was interesting, as
one would expect a lower discrepancy between ecologists than between other
stakeholder groups.</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F10"><caption><p>Preference values of stakeholder group “Municipalities” (bars) and
fluctuation range due to different valuations of attributes within the
stakeholder group.</p></caption>
          <?xmltex \igopts{width=236.157874pt}?><graphic xlink:href="https://www.hydrol-earth-syst-sci.net/19/1325/2015/hess-19-1325-2015-f10.pdf"/>

        </fig>

</sec>
<sec id="Ch1.S4.SS5">
  <title>Discussion and conclusions</title>
      <p>Finding the optimal solution with the multi-attribute value theory in water
resource problems seems to be difficult, requiring that complex structures be
reduced to one value, expressing the acceptance or negotiation of an
alternative. More complex methods like for instance ELECTRE (San
Cristóbal, 2012) might be more appropriate
for finding the best solution, but in the application of these there is a
risk of non-transparency and a lack of understanding about the method among
the participating stakeholders.</p>
      <p>Nevertheless, the applied decision analysis framework based on the MAVT is a
useful method for finding possible conflict points between the multiple
stakeholders, helping also to identify possible consensus solutions.
Furthermore, it is possible to define basic criteria for alternative
planning, to guarantee a high acceptance of measures and to avoid future
conflicts.</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F11"><caption><p>Average evaluation of the method based on stakeholders' feedback.</p></caption>
          <?xmltex \igopts{width=236.157874pt}?><graphic xlink:href="https://www.hydrol-earth-syst-sci.net/19/1325/2015/hess-19-1325-2015-f11.png"/>

        </fig>

      <p>The acceptance of the method is quite high (see Fig. 11) because of its
simplicity (see also Marttunen et al., 2013). The involvement of stakeholders
at the beginning of the planning process, especially in the setting of the
objectives, is considered important for obtaining high acceptance. It is
important to weigh the necessary complexity of the model with the
comprehensibility. Stakeholders have to be chosen carefully in terms of their
knowledge of the issue, and they should have a good overview of the problem.
If not, the valuations will be made without basing them on facts. If
stakeholders understand the method, the acceptance of the results will be
higher, and their contribution to conflict resolution too, since the results
become more acceptable.</p>
      <p>The holistically assessed preferences given by some stakeholders are mostly
coherent with the results of the MAVT method. In comparison to a holistic
ranking of options, the MAVT method has the advantage of creating a more
detailed evaluation framework, which enables a more informative analysis to
be undertaken. This includes a more detailed analysis of conflict potential
and the ability to undertake uncertainty and sensitivity analysis.</p>
      <p>The approach has been applied to the analysis of sustainable management of
the MO aquifer, allowing one to elicit stakeholder groups' values and to
evaluate groundwater management options. Stakeholders clearly preferred
combined measures for economic reasons, and cause smaller impacts, because
impacts are distributed in various sectors. For an alternative to be
considered good in MO, ecologic, economic and also social interests have to
be considered. Logically, among the different stakeholder groups, the focus
differs, but the best-ranked alternatives are still the same due to their
basic structure. The representatives of all stakeholder groups agree that a
restriction on water access is necessary to obtain sustainable aquifer
management. Other measures just have efficiency if there is no additional
increase in the water use. Also, the compliance of the ecological objectives
relies mainly on this restriction. Groundwater substitution by surface water
is evaluated as an appropriate measure, although the preferred implementation
factor can differ among the stakeholders. Especially the high costs and the
long realisation time of a full implementation affect negatively the results
of environmental organisations and rural development. To agricultural
representatives, groundwater substitution represents a necessary measure to
guarantee water supply and economic activity. According to economic
instruments, fertiliser taxation is considered the most adequate solution to
achieve a good ecological status, especially because of its ability to limit
the concentration of nitrate in the groundwater. The influence of water
taxation on the results however is quite low and is considered less adequate
than other measures.</p>
      <p>Although the number of alternatives seemed to be unmanageable for the
stakeholders at the beginning, the MAVT approach helped them to get more
sensitised to the complexity of groundwater management in this aquifer and to
elicit stakeholders' preferences and potential conflict points. In summary,
the applied MAVT method is a useful support tool for planning processes; not
for finding the best solution, but for avoiding future conflicts and finding
potential consensus solutions by a detailed analysis of the measure rank
based on the stakeholder preferences and values. Also, it serves to sensitise
stakeholders to competing interests in environmental problems.</p>
</sec>
</sec>

      
      </body>
    <back><ack><title>Acknowledgements</title><p>The authors would like to thank all stakeholders for the cooperation and
participation in this study. We extend special thanks to Alfonso Calera of
the IDR (Instituto de Desarollo Regional) of the University of Castilla–La
Mancha for the organisation of the workshop with the stakeholders to
introduce the study, as well as to the Jucar River Basin Agency
(Confederacion Hidrografica del Júcar), represented in the meeting by
Luis Garijo, and the Junta Central de Regantes de la Mancha Oriental
(represented by its president, Francisco Belmonte) for all the data and
information provided. This work has been partially funded by the European
Community 7th Framework GENESIS project (no. 226536) on groundwater systems
and the Plan Nacional de I<inline-formula><mml:math display="inline"><mml:mo>+</mml:mo></mml:math></inline-formula>D<inline-formula><mml:math display="inline"><mml:mo>+</mml:mo></mml:math></inline-formula>I 2008–2011 of the Spanish Ministry of
Science and Innovation (projects CGL2009-13238-C02-01 and
CGL2009-13238-C02-02 on climate change impacts and
adaptation).<?xmltex \hack{\newline}?><?xmltex \hack{\newline}?> Edited by: A. Allan</p></ack><ref-list>
    <title>References</title>

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