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<article xmlns:xlink="http://www.w3.org/1999/xlink" xmlns:mml="http://www.w3.org/1998/Math/MathML" xmlns:oasis="http://docs.oasis-open.org/ns/oasis-exchange/table" dtd-version="3.0"><?xmltex \makeatother\@nolinetrue\makeatletter?>
  <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 Publications</publisher-name>
    <publisher-loc>Göttingen, Germany</publisher-loc>
  </publisher></journal-meta>
    <article-meta>
      <article-id pub-id-type="doi">10.5194/hess-21-6235-2017</article-id><title-group><article-title>Calibration of a parsimonious distributed ecohydrological daily model in a
data-scarce basin by exclusively using the spatio-temporal variation of NDVI</article-title>
      </title-group><?xmltex \runningtitle{Calibration of a parsimonious distributed ecohydrological daily model}?><?xmltex \runningauthor{G. Ruiz-P\'{e}rez et al.}?>
      <contrib-group>
        <contrib contrib-type="author" corresp="yes" rid="aff1 aff6">
          <name><surname>Ruiz-Pérez</surname><given-names>Guiomar</given-names></name>
          <email>Guiomar.ruiz.perez@slu.se</email>
        <ext-link>https://orcid.org/0000-0002-9966-9438</ext-link></contrib>
        <contrib contrib-type="author" corresp="no" rid="aff2 aff3">
          <name><surname>Koch</surname><given-names>Julian</given-names></name>
          
        <ext-link>https://orcid.org/0000-0002-7732-3436</ext-link></contrib>
        <contrib contrib-type="author" corresp="no" rid="aff4">
          <name><surname>Manfreda</surname><given-names>Salvatore</given-names></name>
          
        <ext-link>https://orcid.org/0000-0002-0225-144X</ext-link></contrib>
        <contrib contrib-type="author" corresp="no" rid="aff5">
          <name><surname>Caylor</surname><given-names>Kelly</given-names></name>
          
        </contrib>
        <contrib contrib-type="author" corresp="no" rid="aff6">
          <name><surname>Francés</surname><given-names>Félix</given-names></name>
          
        </contrib>
        <aff id="aff1"><label>1</label><institution>Department of Crop Production Ecology, Swedish University of
Agricultural Sciences, Uppsala, Sweden</institution>
        </aff>
        <aff id="aff2"><label>2</label><institution>Department of Hydrology, Geological Survey of Denmark and Greenland,
Copenhagen, Denmark</institution>
        </aff>
        <aff id="aff3"><label>3</label><institution>Department of Geosciences and Natural Resources Management, University
of Copenhagen, Copenhagen Denmark</institution>
        </aff>
        <aff id="aff4"><label>4</label><institution>Department of European and Mediterranean Cultures, University of
Basilicata, Matera, Italy</institution>
        </aff>
        <aff id="aff5"><label>5</label><institution>Bren School of Environmental Science and Management, Department of
Geography, <?xmltex \hack{\break}?>UC Santa Barbara, Santa Barbara, California, USA</institution>
        </aff>
        <aff id="aff6"><label>6</label><institution>Research Group of Hydrological and Environmental Modelling (GIHMA),
Research Institute of Water and Environmental Engineering, Universitat
Politècnica de València, Valencia, Spain</institution>
        </aff>
      </contrib-group>
      <author-notes><corresp id="corr1">Guiomar Ruiz-Pérez (Guiomar.ruiz.perez@slu.se)</corresp></author-notes><pub-date><day>8</day><month>December</month><year>2017</year></pub-date>
      
      <volume>21</volume>
      <issue>12</issue>
      <fpage>6235</fpage><lpage>6251</lpage>
      <history>
        <date date-type="received"><day>4</day><month>November</month><year>2016</year></date>
           <date date-type="rev-request"><day>8</day><month>November</month><year>2016</year></date>
           <date date-type="rev-recd"><day>3</day><month>November</month><year>2017</year></date>
           <date date-type="accepted"><day>7</day><month>November</month><year>2017</year></date>
      </history>
      <permissions>
        
        
      <license license-type="open-access"><license-p>This work is licensed under the Creative Commons Attribution 3.0 Unported License. To view a copy of this licence, visit <ext-link ext-link-type="uri" xlink:href="https://creativecommons.org/licenses/by/3.0/">https://creativecommons.org/licenses/by/3.0/</ext-link></license-p></license></permissions><self-uri xlink:href="https://hess.copernicus.org/articles/21/6235/2017/hess-21-6235-2017.html">This article is available from https://hess.copernicus.org/articles/21/6235/2017/hess-21-6235-2017.html</self-uri><self-uri xlink:href="https://hess.copernicus.org/articles/21/6235/2017/hess-21-6235-2017.pdf">The full text article is available as a PDF file from https://hess.copernicus.org/articles/21/6235/2017/hess-21-6235-2017.pdf</self-uri>
      <abstract>
    <p id="d1e151">Ecohydrological modeling studies in developing countries, such as
sub-Saharan Africa, often face the problem of extensive parametrical
requirements and limited available data. Satellite remote sensing data may be
able to fill this gap, but require novel methodologies to exploit their
spatio-temporal information that could potentially be incorporated into model
calibration and validation frameworks.</p>
    <p id="d1e154">The present study tackles this problem by suggesting an automatic calibration
procedure, based on the empirical orthogonal function, for
distributed ecohydrological daily models. The procedure is tested with the
support of remote sensing data in a data-scarce environment – the upper
Ewaso Ngiro river basin in Kenya. In the present application, the TETIS-VEG model
is calibrated using only NDVI (Normalized Difference Vegetation Index) data
derived from MODIS. The results demonstrate that (1) satellite data of
vegetation dynamics can be used to calibrate and validate ecohydrological
models in water-controlled and data-scarce regions, (2) the model calibrated
using only satellite data is able to reproduce both the spatio-temporal
vegetation dynamics and the observed discharge at the outlet and (3) the
proposed automatic calibration methodology works satisfactorily and it allows
for a straightforward incorporation of spatio-temporal data into the
calibration and validation framework of a model.</p>
  </abstract>
    </article-meta>
  </front>
<body>
      

      <?xmltex \hack{\newpage}?>
<sec id="Ch1.S1" sec-type="intro">
  <title>Introduction</title>
      <p id="d1e166">Drylands cover 30 % of the Earth's land surface and 50 % of Africa
(Franz et al., 2010). Projections of the IPCC (Intergovernmental Panel on
Climate Change, 2007) indicate that the extent of these regions will likely
increase in the coming decades. Dryland expansion would have a considerable
additional impact on water resources, which should be taken into account by
water management plans (Franz et al., 2010).</p>
      <p id="d1e169">In water-controlled ecosystems, the vegetation assumes a critical role
influencing all components of the hydrological cycle (Rodriguez-Iturbe et
al., 2001; Manfreda and Caylor, 2013). For instance, actual
evapotranspiration (aET) may account for more than 90 % of the annual
precipitation in water-controlled areas (Zhang et al., 2016; Jasechko et al.,
2013). Montaldo et al. (2005) affirmed that the use of constant LAI (leaf
area index) values, commonly used in hydrological applications, produces
large errors in land surface flux predictions. Given the strong control
exerted on aET by the vegetation, reliable estimates of spatio-temporal
variations of vegetation patterns are vital to obtain trustworthy predictions
of available water resources (Andersen, 2008). In this sense, ecohydrological
modeling becomes essential in order to include the vegetation dynamics as an
additional state variable (Rodriguez-Iturbe et al., 2001).</p>
      <p id="d1e172">Evidence of aET being a prevalent driver of hydrological records of streamflow
and water table depth, i.e., available water resources, has been observed in
many studies (Bond et al., 2002; Nyholm et al., 2003; Gribovszki et al.,
2008; Conradt et al., 2013). Recently, Tsang et al. (2014) showed that adding
a better evapotranspiration scheme in a widely used runoff model improves
streamflow predictions. Conradt et al. (2013), who compared three different
strategies for deriving sub-basin aET, affirmed that incorporating spatial
variation of aET in a semi-distributed model increases its robustness.
Conversely, Stisen et al. (2011) and others stressed that those improvements
are not necessarily seen in the outlet hydrograph. However, it could also be
interpreted in the inverse sense; good performances in terms of the outlet
hydrograph do not necessarily mean more reliable estimates of aET.</p>
      <p id="d1e175">The streamflow record is traditionally the only observation used for the
calibration of hydrological models, but several studies demonstrated the
limited capabilities of such an approach when models are validated at
interior points of a river basin. Discharge represents an integrated
catchment response, and hence provides only limited insight on the lumped
behavior of a catchment (Stisen et al., 2011; Koch et al., 2016a; Michaud and
Sorooshian, 1994; Reed et al., 2004; Smith et al., 2013). In that sense,
Conradt et al. (2013) provided several examples for large simulation errors
within the model domain and they mentioned, among others, the outcomes given
by Feyen et al. (2008), Merz et al. (2009) and Smith et al. (2012). Moreover,
Wi et al. (2015) also pointed out that caution is needed when using an outlet
calibration approach for streamflow predictions under future climate
conditions. This leads to the idea of using spatial state variables, and the
new era of distributed (temporal and spatial) models
emerges in order to balance the conceptual distributed nature of this kind of
model (Stisen et al., 2011).</p>
      <p id="d1e179">Traditional observation, which generally consists of point data with little
spatial support, is effectively strengthened by remote sensing data, which
offer the capacity to provide detailed spatial coverage and pattern
information (Franssen et al., 2008; McCabe et al., 2008; Stisen et al.,
2011). Additionally, satellite data have the great advantage of also being
available in data-scarce areas. In this sense, the application of remotely
sensed data represents an excellent source that provides information with a
fairly good spatial and temporal resolution (Yang et al., 2012). In modeling,
remote sensing data have been utilized in three different ways:
(1) as forcing data (Xiao et al., 2004; Yuan et al., 2010; Samaniego et al.,
2011; Stisen et al., 2011), (2) as a priori information of particular
parameters (Winsemnius et al., 2008; Stisen et al., 2011) and (3) for model
calibration and validation (see next section for an in-depth discussion of
this point).</p>
      <p id="d1e182">Satellite imagery provides not only temporal information but also valuable
information on spatial patterns, which can facilitate a
spatial-pattern-orientated model evaluation.
As highlighted by Koch et al. (2015), spatial
model evaluation is an active field of research not only in hydrology but
also in other disciplines such as atmospheric sciences (Brown et al., 2011;
Gilleland et al., 2010). However, up to now, there exists no formal guideline
on how to assess the goodness of fit of the simulated spatial patterns and
little information can be found about how to effectively utilize
spatio-temporal data. Some authors, such as Conradt et al. (2013), Graf et
al. (2014) and Koch et al. (2015, 2016b), focused on developing and testing
metrics to be employed when spatio-temporal data are involved. For example,
Koch et al. (2015) compared kappa statistics, fuzzy theory and
empirical orthogonal function (EOF) analysis in an attempt towards a true spatial model evaluation of distributed models.
But, besides these efforts, there are only a limited number of spatial
validation studies that fully embrace the availability of satellite remote
sensing data by means of true spatial performance metrics (Koch et al.,
2016b). EOF analysis is a versatile methodology to investigate the
spatio-temporal patterns of fluxes and states in the
soil–vegetation–atmosphere continuum (Fang et al., 2015). As mentioned
previously, Koch et al. (2015) carried out a validation of a distributed
model using satellite-based land surface temperature data by means of an EOF
analysis. With other statistical purposes, the EOF analysis was used by Graf
et al. (2014), Kim and Barros (2002) and Liu (2003). A fine-scale study was
carried out by Drewry and Albertson (2006) who used EOF analysis to
associate spatial pattern in the errors of a canopy-atmosphere model with
errors in the parameters. However, to our knowledge, EOF analysis has not
been applied in model calibration yet.</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F1" specific-use="star"><caption><p id="d1e187">Map showing the general location of the upper Ewaso Ngiro river
basin within the boundaries of the east sub-Saharan Africa
region. The study sub-catchment (study basin)
was selected because of the density of rainfall stations (points in dark
red).</p></caption>
        <?xmltex \igopts{width=426.791339pt}?><graphic xlink:href="https://hess.copernicus.org/articles/21/6235/2017/hess-21-6235-2017-f01.png"/>

      </fig>

      <p id="d1e196">In summary, the main objectives of this research are the following: (1) to incorporate
spatio-temporal data into the calibration process by applying the EOF
methodology as an objective function and (2) to exploit satellite data as a
proxy of reliable estimates of vegetation dynamics for both the calibration
and validation of an ecohydrological model. To address these key challenges,
a distributed parsimonious ecohydrological model was applied in a
water-controlled basin located in Kenya.</p>
</sec>
<sec id="Ch1.S2">
  <title>Satellite data and model calibration and validation</title>
      <p id="d1e205">The applicability of remote sensing to calibrate and/or validate a model by
exploiting information on spatial patterns still remains a challenging task.
In order to better understand this issue in more detail, a bibliographic
survey of the ISI Web of Knowledge science citation index was undertaken
using the following word combinations in the topic search: (1) satellite
calibration, (2) satellite implementation, (3) satellite ecohydrological
modeling and (4) remote sensing ecohydrology. From the total number of
publications obtained by this search, only those that incorporated satellite
data to specifically model calibration were selected.</p>
      <p id="d1e208">On the plot scale, Quevedo and Francés (2008) and Pasquato et al. (2015)
calibrated and validated a parsimonious ecohydrological model using satellite
information. More recently, Ruiz-Pérez et al. (2016) discussed the
applicability of satellite data during the calibration process comparing the
results obtained by a parsimonious model calibrated using only satellite data
against the results obtained by a complex model calibrated using field
measurements on the pixel scale. Similarly, Quevedo and Francés (2008)
and Pasquato et al. (2015) used time series of NDVI to validate a
parsimonious ecohydrological model named HORAS. On the catchment scale,
Immerzeel and Droogers (2008) used satellite-based evapotranspiration in
combination with observed streamflow to calibrate the semi-distributed SWAT
model. Zhang et al. (2009) concluded that multi-objective calibration of the
SIMHYD model against streamflow and satellite-based aET produced better
daily and monthly runoff compared to calibration with streamflow alone. More
recently, Rientjes et al. (2013) calibrated a semi-distributed hydrological
model using streamflow data and satellite-based aET. Regarding other
satellite products, GRACE data, which can be used to detect variations in
terrestrial moisture storage (e.g., Lettenmaier and Famiglietti, 2006), have
been used to calibrate both global and regional-scale surface hydrology
models, in combination with stream discharge data (e.g., Lo et al., 2010).
Zhang et al. (2011) calibrated the AWRA-L model with streamflow, NOAA-AVHRR
LAI and TRMM-MI (Tropical Rainfall Measuring Mission's, TRMM, Microwave Imager, TMI)
soil moisture using a multi-objective
calibration framework. Only few studies carried out the calibration
exclusively against remote sensing data. For instance, Gutmann et al. (2010)
calibrated landscape hydraulic properties in the Noah land surface model
using only MODIS surface temperatures from 14 different sites and using
observed flux data for model verification. Also, Velpuri et al. (2012)
modeled Lake Turkana water levels using only satellite information. All the
above-mentioned studies shared the same conclusion: including remote sensing
data into the model calibration and/or validation improves the overall performance.</p>
      <p id="d1e211">In general, from the total of reviewed publications, calibration using only
satellite data was performed in the 47 % of cases, while a combination of
satellite data and field measurements (especially streamflow at the outlet)
was used in the remaining contributions. Similar results were obtained
regarding the validation: 35.3 % of publications only adopted field
measurements (especially historical streamflow), employing satellite data
exclusively for the model calibration; 47 % used a combination of field
measurements and satellite data; 11.8 % only used satellite data; and one
publication without any specification. However, more interesting is how the
different calibrations were carried out. In most of the cited examples, a
sort of multi-objective calibration was used adopting only some points or pixels
to calibrate the entire catchment. In other cases, lumped or semi-distributed
models were implemented instead of fully distributed ones, considering
aggregated values of the satellite data. In other words, the spatial
heterogeneity of the basin is neglected and the full potential of satellite
imagery, namely the information on spatial patterns, is not fully exploited.
Therefore, a method able to make use of the potential of the spatio-temporal
information contained in remote sensed data is highly desirable and a
calibration scheme which relies solely on remote sensing data will be greatly
beneficial in modeling of data-scarce catchments (Kunnath-Poovakka et al.,
2016).</p>
</sec>
<sec id="Ch1.S3">
  <title>Study area and data</title>
      <p id="d1e220">The upper Ewaso Ngiro basin is located in the Laikipia region of Kenya
(Fig. 1). The basin is part of the Laikipia plateau, which lies between Mount
Kenya (south east) and the Aberdare mountains (south west). The basin has a
drainage area of 15 200 km<inline-formula><mml:math id="M1" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:math></inline-formula>, with the largest river being the Ewaso
Ngiro. This region is characterized by distinct rainy and dry seasons. The
first rainy season occurs from March to May, while the second rainy season
occurs from October to December. Both air temperature and precipitation
patterns are heavily influenced by elevation. A full description of the
precipitation patterns in the region can be found in Franz (2007).</p>
      <p id="d1e232">Soil texture ranges from sandy clay to clay soils (according to the 1980
UNESCO soil map). Although the most characteristic landscape is savanna,
higher elevations are dominated by forests and a large piece of land has
been converted to cropland (Franz, 2007). The remaining surfaces of the
study region are classified as grassland, shrubland and wooded grassland
(savanna ecosystems).</p>
      <p id="d1e235">As meteorological data, we used the weather stations of the natural resource
monitoring, modeling and management project (NRM3) of Nanyuki, Kenya
(illustrated in Fig. 1). Daily precipitation and temperature from 1959 to 2003
were validated by Franz et al. (2010). Considering the available hydrological
information, we selected a sub-basin with an area of about 4600 km<inline-formula><mml:math id="M2" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:math></inline-formula> for
the present study (Fig. 1). The selected catchment is equipped with a
streamflow gauge at the outlet (operational from 1980 to 2002). The reference
evapotranspiration (ET<inline-formula><mml:math id="M3" display="inline"><mml:msub><mml:mi/><mml:mn mathvariant="normal">0</mml:mn></mml:msub></mml:math></inline-formula>) was calculated using the Penman–Monteith
equation with the simplifications proposed by Allen et al. (2006). This
approach is extremely useful to describe the spatial distribution of solar
radiation and to derive the ET<inline-formula><mml:math id="M4" display="inline"><mml:msub><mml:mi/><mml:mn mathvariant="normal">0</mml:mn></mml:msub></mml:math></inline-formula> maps during any day of the year
(Manfreda et al., 2013).</p>
      <p id="d1e265">Regarding the satellite data, we adopted the Normalized Difference Vegetation
Index (NDVI) included in the MOD13Q1 and MYD13Q1 products provided by NASA
(NASA Land Processes Distributed Active Archive Center, LP DAAC). This
satellite product is available from 2000 to present. The MOD13Q1 and MYD13Q1
data are provided every 16 days at 250 m of spatial resolution. The used
NDVI products (MOD13Q1 and MYD13Q1) are in level 3, which means that they are not
raw satellite data. NDVI indices are retrieved from daily,
atmosphere-corrected, bidirectional surface reflectance.</p>
      <p id="d1e269">Finally, based on previous experiences (Ruiz-Pérez et al., 2016; Pasquato
et al., 2015) and in similar climatic conditions, we declined to use other
products such as LAI or ET derived from MODIS because these kinds of products
are produced by models. And, for example, Ruiz-Pérez et al. (2016) found
large discrepancies between the LAI provided by satellite and the LAI
measured in field. At this point, we had no information to determine the
accuracy of these particular models and the spatial information used to
implement them. In contrast, NDVI values are calculated by direct differences
of spectrum bands, i.e., no models are involved and we therefore decided to
use this latter product instead of satellite LAI and/or ET.</p>

<?xmltex \floatpos{t}?><table-wrap id="Ch1.T1" specific-use="star"><caption><p id="d1e275">Summary of the initial values, the search range and the final value
of the parameters or correction factors of both sub-models (hydrological and
dynamic vegetation sub-models) as well as the units and the reviewed
references.</p></caption><oasis:table frame="topbot"><?xmltex \begin{scaleboxenv}{.95}[.95]?><oasis:tgroup cols="8">
     <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:colspec colnum="5" colname="col5" align="right"/>
     <oasis:colspec colnum="6" colname="col6" align="right"/>
     <oasis:colspec colnum="7" colname="col7" align="right"/>
     <oasis:colspec colnum="8" colname="col8" align="left"/>
     <oasis:thead>
       <oasis:row rowsep="1">

         <oasis:entry colname="col1">Model</oasis:entry>

         <oasis:entry colname="col2">Correction factor or parameter<inline-formula><mml:math id="M7" display="inline"><mml:msup><mml:mi/><mml:mtext>a</mml:mtext></mml:msup></mml:math></inline-formula></oasis:entry>

         <oasis:entry colname="col3">Units</oasis:entry>

         <oasis:entry colname="col4"/>

         <oasis:entry colname="col5">Initial value</oasis:entry>

         <oasis:entry colname="col6">Search range</oasis:entry>

         <oasis:entry colname="col7">Final value</oasis:entry>

         <oasis:entry colname="col8">References</oasis:entry>

       </oasis:row>
     </oasis:thead>
     <oasis:tbody>
       <oasis:row>
       <?xmltex \rotentry?>
         <oasis:entry rowsep="1" colname="col1" morerows="8">Hydrological sub-model</oasis:entry>

         <oasis:entry colname="col2">FC1-Maximum static storage</oasis:entry>

         <oasis:entry colname="col3">[–]</oasis:entry>

         <oasis:entry colname="col4"/>

         <oasis:entry colname="col5">1.00</oasis:entry>

         <oasis:entry colname="col6">[0.5,2.5]</oasis:entry>

         <oasis:entry colname="col7">1.80</oasis:entry>

         <oasis:entry colname="col8">[1]</oasis:entry>

       </oasis:row>
       <oasis:row>

         <oasis:entry colname="col2">FC2-Evapotranspiration</oasis:entry>

         <oasis:entry colname="col3">[–]</oasis:entry>

         <oasis:entry colname="col4"/>

         <oasis:entry colname="col5">0.70</oasis:entry>

         <oasis:entry colname="col6">[0.7, 1.2]</oasis:entry>

         <oasis:entry colname="col7">1.05</oasis:entry>

         <oasis:entry colname="col8">[1]</oasis:entry>

       </oasis:row>
       <oasis:row>

         <oasis:entry colname="col2">FC3-Infiltration</oasis:entry>

         <oasis:entry colname="col3">[–]</oasis:entry>

         <oasis:entry colname="col4"/>

         <oasis:entry colname="col5">0.20</oasis:entry>

         <oasis:entry colname="col6">[0.01, 2]</oasis:entry>

         <oasis:entry colname="col7">0.12</oasis:entry>

         <oasis:entry colname="col8">[1]</oasis:entry>

       </oasis:row>
       <oasis:row>

         <oasis:entry colname="col2">FC4-Slope velocity</oasis:entry>

         <oasis:entry colname="col3">[–]</oasis:entry>

         <oasis:entry colname="col4"/>

         <oasis:entry colname="col5">1.00</oasis:entry>

         <oasis:entry colname="col6">[0.1, 1.2]</oasis:entry>

         <oasis:entry colname="col7">1.00</oasis:entry>

         <oasis:entry colname="col8">[1]</oasis:entry>

       </oasis:row>
       <oasis:row>

         <oasis:entry colname="col2">FC5-Percolation</oasis:entry>

         <oasis:entry colname="col3">[–]</oasis:entry>

         <oasis:entry colname="col4"/>

         <oasis:entry colname="col5">0.08</oasis:entry>

         <oasis:entry colname="col6">[0.001, 2]</oasis:entry>

         <oasis:entry colname="col7">0.05</oasis:entry>

         <oasis:entry colname="col8">[1]</oasis:entry>

       </oasis:row>
       <oasis:row>

         <oasis:entry colname="col2">FC6-Interflow</oasis:entry>

         <oasis:entry colname="col3">[–]</oasis:entry>

         <oasis:entry colname="col4"/>

         <oasis:entry colname="col5">140.00</oasis:entry>

         <oasis:entry colname="col6">[0.001, 100000]</oasis:entry>

         <oasis:entry colname="col7">150.12</oasis:entry>

         <oasis:entry colname="col8">[1]</oasis:entry>

       </oasis:row>
       <oasis:row>

         <oasis:entry colname="col2">FC7-Deep percolation</oasis:entry>

         <oasis:entry colname="col3">[–]</oasis:entry>

         <oasis:entry colname="col4"/>

         <oasis:entry colname="col5">0.06</oasis:entry>

         <oasis:entry colname="col6">[0.001, 2]</oasis:entry>

         <oasis:entry colname="col7">0.04</oasis:entry>

         <oasis:entry colname="col8">[1]</oasis:entry>

       </oasis:row>
       <oasis:row>

         <oasis:entry colname="col2">FC8-Connected aquifer</oasis:entry>

         <oasis:entry colname="col3">[–]</oasis:entry>

         <oasis:entry colname="col4"/>

         <oasis:entry colname="col5">20.00</oasis:entry>

         <oasis:entry colname="col6">[0.001, 100000]</oasis:entry>

         <oasis:entry colname="col7">16.82</oasis:entry>

         <oasis:entry colname="col8">[1]</oasis:entry>

       </oasis:row>
       <oasis:row rowsep="1">

         <oasis:entry colname="col2">FC9-Flow velocity</oasis:entry>

         <oasis:entry colname="col3">[–]</oasis:entry>

         <oasis:entry colname="col4"/>

         <oasis:entry colname="col5">1.00</oasis:entry>

         <oasis:entry colname="col6">[0.2, 1.2]</oasis:entry>

         <oasis:entry colname="col7">1.00</oasis:entry>

         <oasis:entry colname="col8">[1]</oasis:entry>

       </oasis:row>
       <oasis:row>
       <?xmltex \rotentry?>
         <oasis:entry colname="col1" morerows="17">Vegetation sub-model</oasis:entry>

         <oasis:entry colname="col2">Specific Leaf Storages</oasis:entry>

         <oasis:entry colname="col3">mm</oasis:entry>

         <oasis:entry colname="col4">Tree</oasis:entry>

         <oasis:entry colname="col5">0.50</oasis:entry>

         <oasis:entry colname="col6">[0.5, 3]</oasis:entry>

         <oasis:entry colname="col7">0.43</oasis:entry>

         <oasis:entry colname="col8">[2], [3], [4]</oasis:entry>

       </oasis:row>
       <oasis:row>

         <oasis:entry colname="col2"/>

         <oasis:entry colname="col3"/>

         <oasis:entry colname="col4">Shrub</oasis:entry>

         <oasis:entry colname="col5">2.00</oasis:entry>

         <oasis:entry colname="col6">[0.5, 3]</oasis:entry>

         <oasis:entry colname="col7">2.00</oasis:entry>

         <oasis:entry colname="col8"/>

       </oasis:row>
       <oasis:row rowsep="1">

         <oasis:entry colname="col2"/>

         <oasis:entry colname="col3"/>

         <oasis:entry colname="col4">Grass</oasis:entry>

         <oasis:entry colname="col5">2.00</oasis:entry>

         <oasis:entry colname="col6">[0.5, 3]</oasis:entry>

         <oasis:entry colname="col7">2.00</oasis:entry>

         <oasis:entry colname="col8"/>

       </oasis:row>
       <oasis:row>

         <oasis:entry colname="col2">Light use efficiency (LUE)</oasis:entry>

         <oasis:entry colname="col3">kg m<inline-formula><mml:math id="M8" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">2</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula> MJ</oasis:entry>

         <oasis:entry colname="col4">Tree</oasis:entry>

         <oasis:entry colname="col5">1.50</oasis:entry>

         <oasis:entry colname="col6">[1.2, 2.5]</oasis:entry>

         <oasis:entry colname="col7">1.14</oasis:entry>

         <oasis:entry colname="col8">[5], [6]</oasis:entry>

       </oasis:row>
       <oasis:row>

         <oasis:entry colname="col2"/>

         <oasis:entry colname="col3"/>

         <oasis:entry colname="col4">Shrub</oasis:entry>

         <oasis:entry colname="col5">1.50</oasis:entry>

         <oasis:entry colname="col6">[1.2, 2.5]</oasis:entry>

         <oasis:entry colname="col7">1.14</oasis:entry>

         <oasis:entry colname="col8"/>

       </oasis:row>
       <oasis:row rowsep="1">

         <oasis:entry colname="col2"/>

         <oasis:entry colname="col3"/>

         <oasis:entry colname="col4">Grass</oasis:entry>

         <oasis:entry colname="col5">1.50</oasis:entry>

         <oasis:entry colname="col6">[1.2, 2.5]</oasis:entry>

         <oasis:entry colname="col7">1.71</oasis:entry>

         <oasis:entry colname="col8"/>

       </oasis:row>
       <oasis:row rowsep="1">

         <oasis:entry colname="col2">Coverage factor</oasis:entry>

         <oasis:entry colname="col3">[–]</oasis:entry>

         <oasis:entry colname="col4"><inline-formula><mml:math id="M9" display="inline"><mml:msup><mml:mi/><mml:mtext>b</mml:mtext></mml:msup></mml:math></inline-formula></oasis:entry>

         <oasis:entry colname="col5">0.80</oasis:entry>

         <oasis:entry colname="col6">[0.1, 1.0]</oasis:entry>

         <oasis:entry colname="col7">0.90</oasis:entry>

         <oasis:entry colname="col8">[3], [4]</oasis:entry>

       </oasis:row>
       <oasis:row>

         <oasis:entry colname="col2">Distribution of roots</oasis:entry>

         <oasis:entry colname="col3">[–]</oasis:entry>

         <oasis:entry colname="col4">Tree</oasis:entry>

         <oasis:entry colname="col5">0.30</oasis:entry>

         <oasis:entry colname="col6">[0.0, 1.0]</oasis:entry>

         <oasis:entry colname="col7">0.10</oasis:entry>

         <oasis:entry colname="col8">[3], [4], [7]</oasis:entry>

       </oasis:row>
       <oasis:row>

         <oasis:entry colname="col2"/>

         <oasis:entry colname="col3"/>

         <oasis:entry colname="col4">Shrub</oasis:entry>

         <oasis:entry colname="col5">0.5</oasis:entry>

         <oasis:entry colname="col6">[0.0, 1.0]</oasis:entry>

         <oasis:entry colname="col7">0.20</oasis:entry>

         <oasis:entry colname="col8"/>

       </oasis:row>
       <oasis:row rowsep="1">

         <oasis:entry colname="col2"/>

         <oasis:entry colname="col3"/>

         <oasis:entry colname="col4">Grass</oasis:entry>

         <oasis:entry colname="col5">0.7</oasis:entry>

         <oasis:entry colname="col6">[0.0,1.0]</oasis:entry>

         <oasis:entry colname="col7">0.34</oasis:entry>

         <oasis:entry colname="col8"/>

       </oasis:row>
       <oasis:row>

         <oasis:entry colname="col2">Maximum LAI</oasis:entry>

         <oasis:entry colname="col3">m<inline-formula><mml:math id="M10" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:math></inline-formula> m<inline-formula><mml:math id="M11" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">2</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula></oasis:entry>

         <oasis:entry colname="col4">Tree</oasis:entry>

         <oasis:entry colname="col5">2.50</oasis:entry>

         <oasis:entry colname="col6">[0.5, 3.5]</oasis:entry>

         <oasis:entry colname="col7">3.10</oasis:entry>

         <oasis:entry colname="col8">[5], [8], [9], [10]</oasis:entry>

       </oasis:row>
       <oasis:row>

         <oasis:entry colname="col2"/>

         <oasis:entry colname="col3"/>

         <oasis:entry colname="col4">Shrub</oasis:entry>

         <oasis:entry colname="col5">2.00</oasis:entry>

         <oasis:entry colname="col6">[0.5, 3.5]</oasis:entry>

         <oasis:entry colname="col7">2.00</oasis:entry>

         <oasis:entry colname="col8"/>

       </oasis:row>
       <oasis:row rowsep="1">

         <oasis:entry colname="col2"/>

         <oasis:entry colname="col3"/>

         <oasis:entry colname="col4">Grass</oasis:entry>

         <oasis:entry colname="col5">1.00</oasis:entry>

         <oasis:entry colname="col6">[0.5, 3.5]</oasis:entry>

         <oasis:entry colname="col7">1.50</oasis:entry>

         <oasis:entry colname="col8"/>

       </oasis:row>
       <oasis:row rowsep="1">

         <oasis:entry colname="col2">Light extinction coefficient</oasis:entry>

         <oasis:entry colname="col3">[–]</oasis:entry>

         <oasis:entry colname="col4">All</oasis:entry>

         <oasis:entry colname="col5">0.50</oasis:entry>

         <oasis:entry colname="col6">[0.4, 0.6]</oasis:entry>

         <oasis:entry colname="col7">0.52</oasis:entry>

         <oasis:entry colname="col8">[11]</oasis:entry>

       </oasis:row>
       <oasis:row>

         <oasis:entry colname="col2">Specific leaf area (SLA)</oasis:entry>

         <oasis:entry colname="col3">m<inline-formula><mml:math id="M12" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:math></inline-formula> kg<inline-formula><mml:math id="M13" 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="col4">Tree</oasis:entry>

         <oasis:entry colname="col5">4.00</oasis:entry>

         <oasis:entry colname="col6">[2.0, 5.0]</oasis:entry>

         <oasis:entry colname="col7">4.00</oasis:entry>

         <oasis:entry colname="col8"/>

       </oasis:row>
       <oasis:row>

         <oasis:entry colname="col2"/>

         <oasis:entry colname="col3"/>

         <oasis:entry colname="col4">Shrub</oasis:entry>

         <oasis:entry colname="col5">6.00</oasis:entry>

         <oasis:entry colname="col6">[4.0, 20.0]</oasis:entry>

         <oasis:entry colname="col7">10.00</oasis:entry>

         <oasis:entry colname="col8">[5], [12]</oasis:entry>

       </oasis:row>
       <oasis:row rowsep="1">

         <oasis:entry colname="col2"/>

         <oasis:entry colname="col3"/>

         <oasis:entry colname="col4">Grass</oasis:entry>

         <oasis:entry colname="col5">6.00</oasis:entry>

         <oasis:entry colname="col6">[6.0, 50.0]</oasis:entry>

         <oasis:entry colname="col7">30.00</oasis:entry>

         <oasis:entry colname="col8"/>

       </oasis:row>
       <oasis:row>

         <oasis:entry colname="col2">Optimal temperature</oasis:entry>

         <oasis:entry colname="col3"><inline-formula><mml:math id="M14" display="inline"><mml:msup><mml:mi/><mml:mo>∘</mml:mo></mml:msup></mml:math></inline-formula>C</oasis:entry>

         <oasis:entry colname="col4">All</oasis:entry>

         <oasis:entry colname="col5">16</oasis:entry>

         <oasis:entry colname="col6">[10, 30]</oasis:entry>

         <oasis:entry colname="col7">18</oasis:entry>

         <oasis:entry colname="col8">[11]</oasis:entry>

       </oasis:row>
     </oasis:tbody>
   </oasis:tgroup><?xmltex \end{scaleboxenv}?></oasis:table><?xmltex \begin{scaleboxenv}{.95}[.95]?><table-wrap-foot><p id="d1e278"><inline-formula><mml:math id="M5" display="inline"><mml:msup><mml:mi/><mml:mtext>a</mml:mtext></mml:msup></mml:math></inline-formula> Regarding the hydrological sub-model, the table
shows the value of the correction factors while for the vegetation
sub-model, the table shows the parameter values.<inline-formula><mml:math id="M6" display="inline"><mml:msup><mml:mi/><mml:mtext>b</mml:mtext></mml:msup></mml:math></inline-formula> The coverage
factor depends on the location. The value in the table is the mean value. We
used the reported information by Franz et al. (2007) and Caylor et
al. (2006). References: [1] GIMHA Team (2014); [2] Van Dijk et al. (2011);
[3] Franz et al. (2007); [4] Caylor et al. (2006); [5] TRY Database
(<uri>www.try-db.org</uri>); [6] Yuan et al. (2007); [7] Le Roux et al. (1995);
[8] Pasquato et al. (2015); [9] Ceballos and Ruiz de la Torre (1979);
[10] López-Serrano et al. (2000); [11] Ruiz-Pérez et al. (2016);
[12] Castro de Costa et al. (2014).</p></table-wrap-foot><?xmltex \end{scaleboxenv}?></table-wrap>

</sec>
<sec id="Ch1.S4">
  <title>Model description: TETIS-VEG</title>
      <p id="d1e1088">The proposed model, called TETIS-VEG, is based on a distributed hydrological
model called TETIS (Francés et al., 2007) coupled with a dynamic
vegetation model. Both models have simplicity of model structure in
common. The used equations are as simple as possible in order to reduce the number of
parameters (Table 1). The sub-models are inter-connected. The transpiration
calculated in the hydrological sub-model depends on the LAI simulated by the
dynamic vegetation model. At the same time, the simulated LAI depends on the
water stress, which is calculated using the hydrological sub-model. The
hydrological sub-model can be used on different timescales (from a few
minutes up to daily time steps), while the vegetation dynamic sub-model has
to be applied on a daily scale. Hence, the TETIS-VEG model must be used on a
daily scale. Both sub-models can be used on a broad range of spatial scales.
In this research, the resolution of the implemented model was
90 m <inline-formula><mml:math id="M15" display="inline"><mml:mo>×</mml:mo></mml:math></inline-formula> 90 m.</p>
<sec id="Ch1.S4.SS1">
  <title>The hydrological sub-model: TETIS</title>
      <p id="d1e1103">TETIS's conceptual scheme consists of a series of connected reservoirs, each
one representing different water storages in the soil column: (i) vegetation
interception, (ii) first static soil layer (retained water by upper soil capillary
forces, i.e., below field capacity plus water detention in surface puddles;
evaporation and transpiration can occur), (iii) second static soil layer (retained
water in deeper soil by capillary forces; only transpiration can occur), (iv)
surface (for overland runoff), (v) gravitational soil layer (upper soil water
content above field capacity for interflow) and (vi) aquifer (for river baseflow).
Vertical connections between reservoirs describe the precipitation,
evapotranspiration, infiltration and percolation processes. The horizontal
flows describe the three different hydrological responses that give the
discharge at the catchment outlet: overland runoff, interflow and baseflow. A
more detailed description of the TETIS model can be found in Francés et
al. (2007) and GIMHA (2014).</p>
      <p id="d1e1106">The TETIS model uses a split structure for the effective parameter value at
each cell (Francés and Benito, 1995; Francés et al., 2007). The
effective parameter is calculated using a correction factor multiplied by the
estimated value of the parameter in each cell using all the available
information (land cover map, soil type map, DEM, depth of roots and soil
layer, etc.) and expert's knowledge. Hence, the effective parameter in each
grid cell is computed as the product of two terms: (1) a common correction
factor for each type of parameter that takes into account the model,
information and input errors and the temporal and spatial scale effects; and
(2) the a priori estimated value at each cell. For a given parameter, the a
priori and effective values are different from cell to cell, while the
correction factor is common for all cells (and different from map to
map).<?xmltex \hack{\newpage}?></p>
      <p id="d1e1110">With the split-parameter structure, only nine correction factors are
calibrated. Each one related to one of these estimated parameter maps:
maximum static storage, reference evapotranspiration, infiltration capacity,
hillslope velocity, percolation capacity, horizontal saturated conductivity
for interflow, horizontal saturated conductivity for aquifer and river
channel velocity.</p>
</sec>
<sec id="Ch1.S4.SS2">
  <title>The dynamic vegetation sub-model: LUE model</title>
      <p id="d1e1119">The proposed dynamic vegetation sub-model is based on the concept of light
use efficiency (LUE; Medlyn, 1998) and calculates the leaf biomass (Bl)
according to the Eq. (1). The LUE is the proportionality between plant
biomass production by terrestrial vegetation and absorbed photosynthetically
active radiation (APAR) in optimal conditions. However, the LUE can be
strongly affected by stress conditions. The key factors contributing to the
variation of this efficiency are: soil moisture content, air temperature
(Landsberg and Waring, 1997; Sims et al., 2006) and nutrient levels (Gamon
et al., 1997; Ollinger et al., 2008). Since this model is designed to be used
in water-controlled areas, the nutrient levels are not considered.
            <disp-formula id="Ch1.E1" content-type="numbered"><mml:math id="M16" display="block"><mml:mrow><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mrow><mml:mtext>d</mml:mtext><mml:msub><mml:mi>B</mml:mi><mml:mtext>l</mml:mtext></mml:msub></mml:mrow><mml:mrow><mml:mtext>d</mml:mtext><mml:mi>t</mml:mi></mml:mrow></mml:mfrac></mml:mstyle><mml:mo>=</mml:mo><mml:mfenced close=")" open="("><mml:mtext>LUE</mml:mtext><mml:mo>×</mml:mo><mml:mi mathvariant="italic">ε</mml:mi><mml:mo>×</mml:mo><mml:mtext>PAR</mml:mtext><mml:mo>×</mml:mo><mml:mtext>fPAR</mml:mtext><mml:mo>-</mml:mo><mml:mtext>Re</mml:mtext></mml:mfenced><mml:mo>×</mml:mo><mml:msub><mml:mi mathvariant="italic">φ</mml:mi><mml:mi>l</mml:mi></mml:msub><mml:mfenced open="(" close=")"><mml:msub><mml:mi>B</mml:mi><mml:mtext>l</mml:mtext></mml:msub></mml:mfenced><mml:mo>-</mml:mo><mml:msub><mml:mi>k</mml:mi><mml:mtext>l</mml:mtext></mml:msub><mml:mo>×</mml:mo><mml:msub><mml:mi>B</mml:mi><mml:mtext>l</mml:mtext></mml:msub><mml:mo>,</mml:mo></mml:mrow></mml:math></disp-formula>
          where <inline-formula><mml:math id="M17" display="inline"><mml:mrow><mml:msub><mml:mi>B</mml:mi><mml:mtext>l</mml:mtext></mml:msub></mml:mrow></mml:math></inline-formula> is the leaf biomass, LUE is the above-mentioned light use
efficiency, <inline-formula><mml:math id="M18" display="inline"><mml:mi mathvariant="italic">ε</mml:mi></mml:math></inline-formula> is the water stress factor, PAR is the
photosynthetically active radiation, fPAR is the fraction of
photosynthetically active radiation, Re is the respiration, <inline-formula><mml:math id="M19" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">φ</mml:mi><mml:mtext>l</mml:mtext></mml:msub></mml:mrow></mml:math></inline-formula>
(<inline-formula><mml:math id="M20" display="inline"><mml:mrow><mml:msub><mml:mi>B</mml:mi><mml:mtext>l</mml:mtext></mml:msub><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula> is the fractional leaf allocation and <inline-formula><mml:math id="M21" display="inline"><mml:mrow><mml:msub><mml:mi>k</mml:mi><mml:mtext>l</mml:mtext></mml:msub></mml:mrow></mml:math></inline-formula> is the leaf
natural decay factor to reproduce the senescence. The water stress factor
depends on the amount of water contained in the two static reservoirs and it
is calculated according to Porporato et al. (2001). Basically, the stress
factor is equal to 1 (maximum stress) if the water storage is less than the
water storage at wilting point; it is equal to 0 (minimum stress) if the
water storage is higher than the water storage at critical point (plants
start the stomatal closure); and, it varies from 0 to 1 using a potential
function which depends on the wilting point, the critical point and an
exponent set to equal 2. Then, this stress multiplies the LUE index, reducing
the efficiency when its value is lower than 1 (non-optimal conditions).</p>
      <p id="d1e1247">The LAI is simulated through the product between the leaf biomass, the
specific leaf area (SLA) and the vegetation fractional cover. Later, the LAI
is used to calculate the transpiration in the hydrological sub-model
according to Eq. (2).
            <disp-formula id="Ch1.E2" content-type="numbered"><mml:math id="M22" display="block"><mml:mrow><mml:msub><mml:mi>T</mml:mi><mml:mi>i</mml:mi></mml:msub><mml:mo>=</mml:mo><mml:mfenced close=")" open="("><mml:msub><mml:mtext>ET</mml:mtext><mml:mn mathvariant="normal">0</mml:mn></mml:msub><mml:mo>-</mml:mo><mml:mtext>EI</mml:mtext></mml:mfenced><mml:mo>×</mml:mo><mml:mo movablelimits="false">min⁡</mml:mo><mml:mfenced open="(" close=")"><mml:mn mathvariant="normal">1</mml:mn><mml:mo>,</mml:mo><mml:mtext>LAI</mml:mtext></mml:mfenced><mml:mo>×</mml:mo><mml:mi mathvariant="italic">ζ</mml:mi><mml:mo>×</mml:mo><mml:msub><mml:mi>Z</mml:mi><mml:mi>i</mml:mi></mml:msub><mml:mo>×</mml:mo><mml:mtext>fc</mml:mtext><mml:mo>,</mml:mo></mml:mrow></mml:math></disp-formula>
          where <inline-formula><mml:math id="M23" display="inline"><mml:mrow><mml:msub><mml:mi>T</mml:mi><mml:mi>i</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> is the transpiration from the <inline-formula><mml:math id="M24" display="inline"><mml:mi>i</mml:mi></mml:math></inline-formula> soil layer, ET<inline-formula><mml:math id="M25" display="inline"><mml:msub><mml:mi/><mml:mn mathvariant="normal">0</mml:mn></mml:msub></mml:math></inline-formula> is the
reference evapotranspiration, EI is the evaporation of the intercepted water,
LAI is simulated by the model, <inline-formula><mml:math id="M26" display="inline"><mml:mrow><mml:msub><mml:mi>Z</mml:mi><mml:mi>i</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> is the percentage of roots in the <inline-formula><mml:math id="M27" display="inline"><mml:mi>i</mml:mi></mml:math></inline-formula>
soil layer and fc is the coverage factor.</p>
      <p id="d1e1348">Therefore, the LUE model has eight parameters to be calibrated: (1) Specific
leaf storage (the maximum interception storage is calculated as the product
between the specific leaf storage and the LAI simulated by the model),
(2) the LUE index (explained above), (3) the coverage factor, (4) the
distribution of roots between the first and the second static storage layers,
(5) the maximum LAI sustainable by the system (the simulated LAI is limited
by a maximum), (6) the light extinction coefficient <inline-formula><mml:math id="M28" display="inline"><mml:mi>k</mml:mi></mml:math></inline-formula>, (7) the SLA and
(8) the optimal temperature (the stress factor also depends on the
temperature).</p>
</sec>
</sec>
<sec id="Ch1.S5">
  <title>Methodology</title>
      <p id="d1e1365">One of the main objectives of this research was to explore the potential of
satellite remotely sensed data for model calibration. The TETIS-VEG model was
calibrated purely against MODIS NDVI according to the following three steps:
(1) a manual calibration in order to obtain a first approximation of model
parameters, (2) an automatic calibration based on the combined use of EOFs
and a genetic algorithm in order to refine model parameterization and (3) a
model validation carried out with both remote sensed data and traditional
data (such as streamflow measurements). Since the meteorological data
(precipitation and temperature) were available from 1960 to 2003 and the
MODIS NDVI was available from 2000 to present, we decided to use the year
2003 as the calibration period and the period from 2000 to 2002 for
validation. In order to avoid the effect of the initial conditions, we used
one year as warming-up period (the year 2002 and 1999 for model calibration
and validation, respectively).</p>
      <p id="d1e1368">For these purposes, we adopted the NDVI as a descriptor of the state of the
vegetation assuming that LAI and NDVI are intimately related. Studies on
various vegetation types, e.g., agroecosystems (Cohen et al., 2003),
grasslands (Friedl et al., 1994), shrublands (Law and Waring, 1994), conifer
forests (Chen and Cihlar, 1996) and broadleaf forests (Frassnacht et al.,
1997) have led to the general conclusion that the spectral vegetation indices
such as NDVI have considerable sensitivities to LAI. The relationship between
LAI and NDVI can be considered linear for low values, while it becomes
nonlinear for the higher values of NDVI due to the greenness saturation
(e.g., Turner et al., 1999). In this case study, the maximum LAI values are
around 2.0–2.5, according to Franz (2007), and are lower than the greenness
saturation threshold. Therefore, the relationship between the observed NDVI
and the simulated LAI is expected to be linear.</p>
<sec id="Ch1.S5.SS1">
  <title>Empirical orthogonal function method (EOF)</title>
      <p id="d1e1376">The EOF method is generally used to analyze the spatio-temporal variability
of a single variable, but a comparison between different variables can also be
performed using coupled EOF techniques (Björnssson and Venegas, 1997).
The method decomposes a dataset in a time series and spatial patterns.
Furthermore, the method allows for estimating a measure of the “importance”
of each spatial pattern. We refer to the spatial patterns as the EOFs (in
literature, they are also referred to as principal components), and to the
time variation as loadings (in literature, there are several terms:
expansion coefficient time series, expansion coefficients, EOF time series,
principal component time series, etc.).</p>
      <p id="d1e1379">The EOF method is essentially a linear algebra methodology based on matrix
transformation. The first step is thus the conversion of the spatio-temporal
data to be analyzed into a matrix. Basically, we construct a matrix
(<inline-formula><mml:math id="M29" display="inline"><mml:mi mathvariant="bold">F</mml:mi></mml:math></inline-formula>) in which each column is the temporal variation of the data in
a particular cell while each row represents the cells values during a
particular time step. Usually, the second step is to compute the anomalies of
the analyzed data, which was not needed in this study because we used
normalized data (for reasons that will be explained below).</p>
      <p id="d1e1389">The next step of the applied EOF method consists of the calculation of the
spatial <inline-formula><mml:math id="M30" display="inline"><mml:mi mathvariant="bold">F</mml:mi></mml:math></inline-formula> covariance matrix (<inline-formula><mml:math id="M31" display="inline"><mml:mi mathvariant="bold">R</mml:mi></mml:math></inline-formula>) according to Eq. (3).
Then, the eigenvalue problem is solved by Eq. (4).

                <disp-formula specific-use="align" content-type="numbered"><mml:math id="M32" display="block"><mml:mtable displaystyle="true"><mml:mlabeledtr id="Ch1.E3"><mml:mtd/><mml:mtd><mml:mstyle class="stylechange" displaystyle="true"/></mml:mtd><mml:mtd><mml:mrow><mml:mstyle class="stylechange" displaystyle="true"/><mml:mi mathvariant="bold">R</mml:mi><mml:mo>=</mml:mo><mml:msup><mml:mi mathvariant="bold">F</mml:mi><mml:mi>T</mml:mi></mml:msup><mml:mo>×</mml:mo><mml:mi mathvariant="bold">F</mml:mi><mml:mo>,</mml:mo></mml:mrow></mml:mtd></mml:mlabeledtr><mml:mlabeledtr id="Ch1.E4"><mml:mtd/><mml:mtd><mml:mstyle class="stylechange" displaystyle="true"/></mml:mtd><mml:mtd><mml:mrow><mml:mstyle displaystyle="true" class="stylechange"/><mml:mi mathvariant="bold">R</mml:mi><mml:mo>×</mml:mo><mml:mi mathvariant="bold">C</mml:mi><mml:mo>=</mml:mo><mml:mi mathvariant="bold">C</mml:mi><mml:mo>×</mml:mo><mml:mi mathvariant="bold">Λ</mml:mi><mml:mo>.</mml:mo></mml:mrow></mml:mtd></mml:mlabeledtr></mml:mtable></mml:math></disp-formula>

            <inline-formula><mml:math id="M33" display="inline"><mml:mi mathvariant="bold">Λ</mml:mi></mml:math></inline-formula> is a diagonal matrix containing the eigenvalues
<inline-formula><mml:math id="M34" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">λ</mml:mi><mml:mi>i</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> of <inline-formula><mml:math id="M35" display="inline"><mml:mi mathvariant="bold">R</mml:mi></mml:math></inline-formula>. The <inline-formula><mml:math id="M36" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="bold-italic">c</mml:mi><mml:mi>i</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> column vectors of <inline-formula><mml:math id="M37" display="inline"><mml:mi mathvariant="bold">C</mml:mi></mml:math></inline-formula>
are the eigenvectors of <inline-formula><mml:math id="M38" display="inline"><mml:mi mathvariant="bold">R</mml:mi></mml:math></inline-formula> corresponding to the <inline-formula><mml:math id="M39" display="inline"><mml:mi>i</mml:mi></mml:math></inline-formula>-respective
eigenvalues. Each of these eigenvectors can be regarded as a map which denote
the EOFs (or principal spatial patterns). In what follows, we always assume
that the eigenvectors are ordered according to the value of the eigenvalues.
Thus, EOF1 is the eigenvector associated with the biggest eigenvalue. The
fraction of the total variance in <inline-formula><mml:math id="M40" display="inline"><mml:mi mathvariant="bold">R</mml:mi></mml:math></inline-formula> explained by EOF<inline-formula><mml:math id="M41" display="inline"><mml:msub><mml:mi/><mml:mi>i</mml:mi></mml:msub></mml:math></inline-formula> is found
by dividing the <inline-formula><mml:math id="M42" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">λ</mml:mi><mml:mi>i</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> by the sum of all the other eigenvalues. The time
evolution of an EOF<inline-formula><mml:math id="M43" display="inline"><mml:msub><mml:mi/><mml:mi>i</mml:mi></mml:msub></mml:math></inline-formula> (<inline-formula><mml:math id="M44" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="bold-italic">a</mml:mi><mml:mi>i</mml:mi></mml:msub><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula> is calculated according to Eq. (5).
The components of these time vectors are referred to as loadings in this
paper.

                <disp-formula id="Ch1.E5" content-type="numbered"><mml:math id="M45" display="block"><mml:mrow><mml:mstyle class="stylechange" displaystyle="true"/><mml:msub><mml:mi mathvariant="bold-italic">a</mml:mi><mml:mi>i</mml:mi></mml:msub><mml:mo>=</mml:mo><mml:mi mathvariant="bold">F</mml:mi><mml:mo>×</mml:mo><mml:msub><mml:mtext>EOF</mml:mtext><mml:mi>i</mml:mi></mml:msub></mml:mrow></mml:math></disp-formula>

          Using the spatial covariance calculated according to Eq. (3), the EOF
technique provides three different results: the main patterns or EOFs, their
time evolution whose components are called loadings and the portion of
spatial variance explained by each EOF, which is calculated by dividing each
<inline-formula><mml:math id="M46" display="inline"><mml:mi mathvariant="italic">λ</mml:mi></mml:math></inline-formula> by the trace of <inline-formula><mml:math id="M47" display="inline"><mml:mi mathvariant="bold">Λ</mml:mi></mml:math></inline-formula>.</p>
</sec>
<sec id="Ch1.S5.SS2">
  <title>Manual calibration</title>
      <p id="d1e1609">The manual calibration was done with a dual purpose. First, we wanted to
test the applicability of the proposed TETIS-VEG model in the study basin.
Second, we wanted to obtain a first approximation for the parameters and, at
the same time, constrain the automatic calibration. This manual calibration
consisted of the usual ad hoc method (manual adjustment of parameter values)
considering the Pearson correlation coefficient between the simulated LAI
and the observed NDVI in a total of 32 different points inside the basin.
These points were selected within homogeneous areas defined according to the
main spatial patterns of the observed NDVI (EOFs) and the available maps of
land cover, soil texture, DEM, slope and soil depth.</p>
      <p id="d1e1612">In this case, the EOF analysis was used to identify the main spatial patterns
of the observed NDVI. Once the main spatial patterns were identified, we
combined our own human perception with the confusion matrices between the
main spatial patterns and the spatial maps of model parameterization.
Confusion matrices are widely applied for map comparison in distributed
modeling comparing actual to predicted values for each specific category
defined previously (García-Arias et al., 2016; Bennett et al., 2013; Van
Vliet et al., 2013 among many others). Generally, the rows in the matrix
represent the values predicted by the model, whereas the columns represent
the actual values. By its nature, the confusion matrix is an overall measure
for similarity between two categorized maps. However, the comparison of
numerical maps is feasible if they are categorized previously. While most of
the spatial maps of the basin characteristics (land use, soil type, etc.)
were categorical, the main patterns obtained by the EOF analysis were
numerical. To build the confusion matrices, the main patterns were therefore
discretized according to the number of river basin features (such as land
cover map, soil type map, etc.) and based on the similitude between the
corresponding histograms. Once the discretization was done, by a cell-by-cell
comparison of the discretized NDVI main pattern maps obtained after the EOF
analysis and the available spatial maps, the confusion matrices were built.</p>
      <p id="d1e1615">These confusion matrices allowed the calculation of the weighted kappa
(<inline-formula><mml:math id="M48" display="inline"><mml:mi mathvariant="italic">κ</mml:mi></mml:math></inline-formula>) coefficient (Cohen, 1968). This coefficient, whose maximum value
of 1 represents a perfect agreement, was employed to identify which spatial maps (land cover map, soil type map,
DEM, etc.) were linked with the
main patterns of the observed NDVI. Then, they were used in order to select
the most appropriate points for the manual calibration.</p>
</sec>
<sec id="Ch1.S5.SS3">
  <title>Automatic calibration</title>
      <p id="d1e1632">The most innovative aspect of the proposed procedure was the direct use of
the EOF analysis in the automatic calibration. As proposed by Koch et
al. (2015), we decided to build one integral matrix by concatenating both the
observed and predicted data: the matrix contained the normalized values of
the NDVI provided by MODIS and the normalized values of the LAI simulated by
the model. In this way, the upper part of this matrix contained the temporal
variation of the normalized observed NDVI in all cells as columns, while the
lower part contained the temporal variation of the normalized simulated LAI
in all cells as columns. We decided to use the normalized values of the NDVI
and LAI because, although they are correlated, they differ in range.</p>
      <p id="d1e1635">However, normalization implies that some spatial information is lost. In
order to avoid these losses, we added two rows in the matrix <inline-formula><mml:math id="M49" display="inline"><mml:mi mathvariant="bold">F</mml:mi></mml:math></inline-formula>:
the first containing the difference between the temporal mean of the observed
NDVI at a particular cell and the general mean using the complete NDVI
dataset, and the second with the same content but referred to the simulated
LAI. In this way, we included the spatial gradient of the observed NDVI and
the spatial gradient of the simulated LAI. These two rows represent two
additional maps included in the evaluation of the model performance. If they
were similar, it would mean that the spatial gradient remains and is properly
reproduced.</p>
      <p id="d1e1645">The number of pixels was 1 034 706. For the calibration period (year 2003),
there were 44 NDVI maps (one every 8 days more or less). Hence, the built integral matrix's
size was 90 rows (44 <inline-formula><mml:math id="M50" display="inline"><mml:mo>+</mml:mo></mml:math></inline-formula> 44 <inline-formula><mml:math id="M51" display="inline"><mml:mo>+</mml:mo></mml:math></inline-formula> 2 additional rows) <inline-formula><mml:math id="M52" display="inline"><mml:mo>×</mml:mo></mml:math></inline-formula> 1 034 706
columns. After the construction of this matrix, the EOF analysis was applied
obtaining the following: the EOF maps for the matrix containing both NDVI and
LAI, the portion of variance explained by each EOF map and the loadings of
each EOF map. The combined EOF analysis yielded orthogonal EOF maps that
explained the combined intervariability and intravariability of both
datasets. For each time step, the loadings express how much the respective
LAI and NDVI maps contribute to the direction of the corresponding EOF.
Hence, if the observed NDVI and the simulated LAI were completely correlated,
the temporal evolution of the EOF maps for both, NDVI and LAI, would be
essentially equal.</p>
      <p id="d1e1669">The automatic model calibration was carried out by trying to minimize the
differences between the loadings of simulated and observed data. The used
objective function was based on that idea and it also took into account the
portion of variance explained by each EOF in order to consider that the
variance contribution decreases consecutively for the EOFs. The adopted
error measure is described in the following equation:
            <disp-formula id="Ch1.E6" content-type="numbered"><mml:math id="M53" display="block"><mml:mrow><mml:mtext>Error</mml:mtext><mml:mo>=</mml:mo><mml:munderover><mml:mo movablelimits="false">∑</mml:mo><mml:mrow><mml:mi>i</mml:mi><mml:mo>=</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow><mml:mi>k</mml:mi></mml:munderover><mml:msub><mml:mi>w</mml:mi><mml:mi>i</mml:mi></mml:msub><mml:mo>×</mml:mo><mml:munderover><mml:mo movablelimits="false">∑</mml:mo><mml:mrow><mml:mi>i</mml:mi><mml:mo>=</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow><mml:mi>t</mml:mi></mml:munderover><mml:mfenced open="|" close="|"><mml:mtext>load</mml:mtext><mml:mi mathvariant="italic">_</mml:mi><mml:msub><mml:mtext>sim</mml:mtext><mml:mrow><mml:mi>i</mml:mi><mml:mo>,</mml:mo><mml:mi>j</mml:mi></mml:mrow></mml:msub><mml:mo>-</mml:mo><mml:mtext>load</mml:mtext><mml:mi mathvariant="italic">_</mml:mi><mml:msub><mml:mtext>obs</mml:mtext><mml:mrow><mml:mi>i</mml:mi><mml:mo>,</mml:mo><mml:mi>j</mml:mi></mml:mrow></mml:msub></mml:mfenced><mml:mo>,</mml:mo></mml:mrow></mml:math></disp-formula>
          where Error is the objective function to minimize, <inline-formula><mml:math id="M54" display="inline"><mml:mrow><mml:msub><mml:mi>w</mml:mi><mml:mi>i</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> is the portion of
variance explained by the EOF<inline-formula><mml:math id="M55" display="inline"><mml:msub><mml:mi/><mml:mi>i</mml:mi></mml:msub></mml:math></inline-formula>, load_sim<inline-formula><mml:math id="M56" display="inline"><mml:msub><mml:mi/><mml:mrow><mml:mi>i</mml:mi><mml:mo>,</mml:mo><mml:mi>j</mml:mi></mml:mrow></mml:msub></mml:math></inline-formula> is the loading of the
EOF<inline-formula><mml:math id="M57" display="inline"><mml:msub><mml:mi/><mml:mi>i</mml:mi></mml:msub></mml:math></inline-formula> at time step <inline-formula><mml:math id="M58" display="inline"><mml:mi>j</mml:mi></mml:math></inline-formula> for the simulated data (in this particular case,
the normalized LAI) and load_obs<inline-formula><mml:math id="M59" display="inline"><mml:msub><mml:mi/><mml:mrow><mml:mi>i</mml:mi><mml:mo>,</mml:mo><mml:mi>j</mml:mi></mml:mrow></mml:msub></mml:math></inline-formula> is the loading of the EOF<inline-formula><mml:math id="M60" display="inline"><mml:msub><mml:mi/><mml:mi>i</mml:mi></mml:msub></mml:math></inline-formula> at
time step <inline-formula><mml:math id="M61" display="inline"><mml:mi>j</mml:mi></mml:math></inline-formula> for the observed data (in this particular case, the observed
NDVI).</p>
      <p id="d1e1828">The calibration was performed using a genetic algorithm called Pyevolve (see
<uri>http://pyevolve.sourceforge.net/</uri>). This algorithm needs a seed (initial
values of the parameters) and a searching boundary of the parameters to be
calibrated. We used the results obtained after the manual calibration
explained above as seed and made sure that the searching boundaries were wide
enough (Table 1).</p>
      <p id="d1e1834">In order to explore the outcomes of the proposed calibration framework, we
additionally calculated both the temporal Pearson correlation coefficient
between the NDVI provided by MODIS and the LAI simulated by the TETIS-VEG
model in each cell and the spatial Pearson correlation at each time step. For
the spatial and temporal correlation coefficients, we used the original
values of both datasets (NDVI and LAI), not the normalized values as used by
the EOF analysis. It is important to mention that the Pearson correlation
coefficient between two datasets <inline-formula><mml:math id="M62" display="inline"><mml:mi>X</mml:mi></mml:math></inline-formula> and <inline-formula><mml:math id="M63" display="inline"><mml:mi>Y</mml:mi></mml:math></inline-formula> is positive if <inline-formula><mml:math id="M64" display="inline"><mml:mi>X</mml:mi></mml:math></inline-formula> and <inline-formula><mml:math id="M65" display="inline"><mml:mi>Y</mml:mi></mml:math></inline-formula> tend
to be simultaneously greater than, or simultaneously less than, their
respective means. Hence, the mean should be representative. For this reason,
in the case of the spatial correlation coefficient, we distinguished between
the main land covers whose means can be significantly different: tree, shrubs
and grass.</p>
</sec>
<sec id="Ch1.S5.SS4">
  <title>Validation</title>
      <p id="d1e1871">The period selected for the model validation was the three years from 2000 to
2002. As during the calibration period (year 2003), there were data of
precipitation, temperature and, also, NDVI provided by MODIS. To validate the
model, we used the same performance indexes applied during the automatic
calibration process. Keeping the parameter values obtained by the automatic
calibration, we built the matrix concatenating the normalized value of the
observed NDVI and the normalized value of the simulated LAI with two
additional rows used to incorporate the spatial gradient of both datasets as
explained above. We also plotted these two maps and compared them as we did
during the model calibration. Using EOF techniques, we obtained the coupled
EOF maps and their associated loadings and portion of variance explained by
them. As during the calibration, we compared the deviation of the loadings
for each EOF map and we calculated the Error function defined in Eq. (6). We
also calculated the temporal and spatial Pearson correlation
coefficients.<?xmltex \hack{\newpage}?></p>
      <p id="d1e1875">In addition to this, we explored the reliability of the calibrated model in
reproducing streamflow. In fact, during the validation period, the observed
discharge at the outlet point was available unlike during the calibration
period. The reliability of the hydrological sub-model in reproducing the
streamflow was an extremely challenging task considering that the entire
modeling structure had been calibrated using only vegetation data from
remote sensing along with physical information about the basin.</p>
      <p id="d1e1878">Furthermore, we included the Nash and Sutcliffe efficiency index (NS, Nash
and Sutcliffe, 1970) and the bias (or volume) error (E) value between the
observed and simulated discharges at the basin outlet in the model
validation. We also decided to strengthen our discharge analysis by using the
concept of flow duration curves (FDCs). FDCs are simple and powerful tools,
commonly used in hydrology, to describe the runoff regime in a river basin
that can be representative of the model's ability to reproduce the different
components of the streamflow (e.g., Manfreda et al.,
2005). In fact, FDCs represent the relationship between magnitude and
frequency of streamflows, thus providing an important synthesis of the
relevant hydrological processes occurring on the basin scale (Pumo et al.,
2013). Actually, the shape of a flow-duration curve in its upper and lower
regions is particularly significant in evaluating the stream and basin
characteristics (Coopersmith et al., 2012). The shape of the curve in the
high-flow region indicates the type of flood regime the basin is likely to
have, whereas the shape of the low-flow region characterizes the ability of
the basin to sustain low flows during dry seasons (Cheng et al., 2012).
Hence, the FDC represents the full spectrum of variability in terms of their
magnitudes (Wagener et al., 2013).</p>
</sec>
</sec>
<sec id="Ch1.S6">
  <title>Results</title>
<sec id="Ch1.S6.SS1">
  <title>Manual calibration</title>
      <p id="d1e1893">The main objective of this a priori manual calibration was the
identification of the most appropriate points where the model could be
tested. To accomplish that, we identified the main spatial patterns of the
observed NDVI and then we compared the EOFs with the spatial features of
the river basin (such as land cover map, DEM, soil type map, etc.).</p>
      <p id="d1e1896">Using our own perception, we identified a certain relationship between
EOF<inline-formula><mml:math id="M66" display="inline"><mml:msub><mml:mi/><mml:mn mathvariant="normal">1</mml:mn></mml:msub></mml:math></inline-formula> (which explained the 61.5 % of the observed NDVI spatial
variance) and the land-use map. This potential relationship was supported by
the <inline-formula><mml:math id="M67" display="inline"><mml:mi mathvariant="italic">κ</mml:mi></mml:math></inline-formula> coefficient (described in Sect. 5) that assumed a value of 0.34.
This is not a high value but it showed the existence of a relationship
between the two maps. Regarding EOF<inline-formula><mml:math id="M68" display="inline"><mml:msub><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msub></mml:math></inline-formula> (which explained the 10.5 % of
the observed NDVI spatial variance), no connections with the basin physical
characteristics were found. It might contain a mix of several drivers and,
therefore, it can't be directly linked to a single one.
Conversely, EOF<inline-formula><mml:math id="M69" display="inline"><mml:msub><mml:mi/><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:math></inline-formula> showed a good agreement with
the soil texture map (the <inline-formula><mml:math id="M70" display="inline"><mml:mi mathvariant="italic">κ</mml:mi></mml:math></inline-formula> coefficient was 0.32). Therefore, we can
state that the observed patterns of NDVI are strongly influenced by the
spatial distribution of land cover and soil texture. In the following, we
combined these two maps, extracted all possible combinations and randomly
selected two points of each of these combinations obtaining 32 points
covering all of the catchment area.</p>
      <p id="d1e1940">After conducting the manual calibration, the Pearson correlation coefficient
between the observed NDVI and the simulated LAI was positive in 25 points of
the 32 considered points. All points with negative correlations had in common
the fact that they were located near to the Mount Kenya or Aberdare mountains
(Fig. 2).</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F2"><caption><p id="d1e1945">Location of the points where the manual calibration was carried out.
The value of the Pearson correlation coefficient between the satellite NDVI
and the simulated LAI appears together with the point used for the manual
calibration of the model.</p></caption>
          <?xmltex \igopts{width=236.157874pt}?><graphic xlink:href="https://hess.copernicus.org/articles/21/6235/2017/hess-21-6235-2017-f02.png"/>

        </fig>

      <p id="d1e1955">Finally, Table 1 shows the obtained set of parameters. This set was used as
seed during the automatic calibration. It must be underlined that all
parameters had values consistent with the reviewed literature (references
embedded in Table 1).<?xmltex \hack{\newpage}?></p>
</sec>
<sec id="Ch1.S6.SS2">
  <title>Automatic calibration</title>
      <p id="d1e1965">The proposed automatic calibration is based on the assumption that the closer
the loadings of the simulated values are to the loadings of the observed
values, the higher the similarity between the spatial patterns is.
Calibration produced a good agreement between the observed and simulated
loadings of EOF<inline-formula><mml:math id="M71" display="inline"><mml:msub><mml:mi/><mml:mn mathvariant="normal">1</mml:mn></mml:msub></mml:math></inline-formula> (Fig. 3; upper left panel) but small deviation between
the observed and simulated loadings related to EOF<inline-formula><mml:math id="M72" display="inline"><mml:msub><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msub></mml:math></inline-formula> and EOF<inline-formula><mml:math id="M73" display="inline"><mml:msub><mml:mi/><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:math></inline-formula>. The loadings of the remaining EOFs were
completely scattered mainly due to their corresponding low contribution (low
weight) in the objective function of the automatic calibration process
(Eq. 6). It is needed to remark that EOF<inline-formula><mml:math id="M74" display="inline"><mml:msub><mml:mi/><mml:mn mathvariant="normal">1</mml:mn></mml:msub></mml:math></inline-formula> explained more than
60 % of the dataset spatial variance, while EOF<inline-formula><mml:math id="M75" display="inline"><mml:msub><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msub></mml:math></inline-formula> and EOF<inline-formula><mml:math id="M76" display="inline"><mml:msub><mml:mi/><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:math></inline-formula> explained around 10 % each. The remaining EOFs explained less
than 3 % each, but in any case they were considered during the
calibration process (weighted by the portion of variance explained by each
one).</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F3" specific-use="star"><caption><p id="d1e2025">The three first EOFs during the calibration <bold>(a)</bold> and during
the validation <bold>(b)</bold> are represented. The <inline-formula><mml:math id="M77" display="inline"><mml:mi>y</mml:mi></mml:math></inline-formula> axes reflect the
unitless loadings of each EOF. The <inline-formula><mml:math id="M78" display="inline"><mml:mi>x</mml:mi></mml:math></inline-formula> axes reflect the time step.</p></caption>
          <?xmltex \igopts{width=455.244094pt}?><graphic xlink:href="https://hess.copernicus.org/articles/21/6235/2017/hess-21-6235-2017-f03.png"/>

        </fig>

      <?xmltex \floatpos{t}?><fig id="Ch1.F4" specific-use="star"><caption><p id="d1e2056">Temporal Pearson correlation coefficient between the NDVI provided
by MODIS and the LAI simulated by the model during the calibration and
validation periods. The two areas with negative values correspond to the Mount
Kenya and Aberdare mountains.</p></caption>
          <?xmltex \igopts{width=341.433071pt}?><graphic xlink:href="https://hess.copernicus.org/articles/21/6235/2017/hess-21-6235-2017-f04.png"/>

        </fig>

      <p id="d1e2066">We also used three additional metrics to evaluate the model performance:
(1) the temporal Pearson correlation coefficient evaluated in each cell,
(2) the spatial Pearson correlation distinguishing between trees, shrubs and
grasses computed at any time and (3) comparison of the spatial gradient maps.
First, the temporal Pearson correlation coefficient between the observed NDVI
and the simulated LAI was higher than 0.4 (Fig. 4; left panel) in most of
the catchment. The weakest correlations were obtained in the two highest
areas of the basin near to the Mount Kenya and Aberdare mountains with zero
to negative values.</p>
      <p id="d1e2069">The spatial Pearson correlation coefficients were calculated excluding the
regions with negative temporal Pearson correlation coefficient. Although
slightly worse than the results in terms of temporal correlation, the mean
spatial correlations were higher than 0.45 for all main land covers: trees
(mean <inline-formula><mml:math id="M79" display="inline"><mml:mo>=</mml:mo></mml:math></inline-formula> 0.58), shrubs (mean <inline-formula><mml:math id="M80" display="inline"><mml:mo>=</mml:mo></mml:math></inline-formula> 0.49) and grasses (mean <inline-formula><mml:math id="M81" display="inline"><mml:mo>=</mml:mo></mml:math></inline-formula> 0.55)
(Fig. 5; upper panel). The best scores were obtained in cells classified as
trees. In fact, the median was almost 0.60 and the variance was not high
(standard deviation <inline-formula><mml:math id="M82" display="inline"><mml:mo>=</mml:mo></mml:math></inline-formula> 0.16). Conversely, the cells classified as grasses
obtained the worst results with the lowest median and the highest variance
(standard deviation <inline-formula><mml:math id="M83" display="inline"><mml:mo>=</mml:mo></mml:math></inline-formula> 0.18).</p>
      <p id="d1e2107">Figure 6 (upper panels) shows the comparison between the maps which
represent, in each cell, the difference between the temporal mean and the
general mean of the observed NDVI and the simulated LAI, respectively. No
great differences were found by comparing both maps indicating the good
spatial performance of the ecohydrological model, at least from the
vegetation point of view.</p>
</sec>
<sec id="Ch1.S6.SS3">
  <title>Validation</title>
      <p id="d1e2116">Similarly to the calibration process, EOF<inline-formula><mml:math id="M84" display="inline"><mml:msub><mml:mi/><mml:mn mathvariant="normal">1</mml:mn></mml:msub></mml:math></inline-formula> explained more than 60 %
of the spatial variance, while EOF<inline-formula><mml:math id="M85" display="inline"><mml:msub><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msub></mml:math></inline-formula> and EOF<inline-formula><mml:math id="M86" display="inline"><mml:msub><mml:mi/><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:math></inline-formula> explained around
10 % and 5 %, respectively, for the validation period.
The remaining EOF maps are not presented because none of them explained more
than 3 %. The simulated and observed loadings of EOF<inline-formula><mml:math id="M87" display="inline"><mml:msub><mml:mi/><mml:mn mathvariant="normal">1</mml:mn></mml:msub></mml:math></inline-formula> were almost
equal, while the obtained results in relation to EOF<inline-formula><mml:math id="M88" display="inline"><mml:msub><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msub></mml:math></inline-formula> and EOF<inline-formula><mml:math id="M89" display="inline"><mml:msub><mml:mi/><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:math></inline-formula> were
slightly worse (Fig. 3; lower row of panels). However, it is important to
stress that both showed the same clear temporal dynamics. Indeed, the
resulting “Error” for the validation period was 4.03, just slightly worse
than the Error for the calibration period. It must be considered that the
Error value was calculated considering all EOFs (Eq. 6).</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F5"><caption><p id="d1e2176">Spatial Pearson correlation coefficient during the
calibration <bold>(a)</bold> and during the validation <bold>(b)</bold>
distinguishing between the main land covers: tree, shrubs and grass. The
whiskers were calculated according to the 98th percentile and the outliers
were plotted as <inline-formula><mml:math id="M90" display="inline"><mml:mo>×</mml:mo></mml:math></inline-formula> symbol. The median is the line inside the boxplot
and the mean is the square tile symbol.</p></caption>
          <?xmltex \igopts{width=236.157874pt}?><graphic xlink:href="https://hess.copernicus.org/articles/21/6235/2017/hess-21-6235-2017-f05.png"/>

        </fig>

      <?xmltex \floatpos{t}?><fig id="Ch1.F6" specific-use="star"><caption><p id="d1e2200">Comparison between the maps where each pixel color represents the difference
between the temporal mean calculated in this particular pixel and the general
mean calculated using all datasets of the simulated LAI <bold>(a, c)</bold>
and observed NDVI <bold>(b, d)</bold> in both periods:
calibration <bold>(a, b)</bold> and validation <bold>(c, d)</bold>. This difference
is a measure of the spatial gradient of both variables (LAI and NDVI).</p></caption>
          <?xmltex \igopts{width=398.338583pt}?><graphic xlink:href="https://hess.copernicus.org/articles/21/6235/2017/hess-21-6235-2017-f06.png"/>

        </fig>

      <?xmltex \floatpos{t}?><fig id="Ch1.F7" specific-use="star"><caption><p id="d1e2224">Time series of rainfall and observed and simulated daily discharge
(m<inline-formula><mml:math id="M91" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">3</mml:mn></mml:msup></mml:math></inline-formula> s<inline-formula><mml:math id="M92" 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>) during the validation period (2000, 2001 and 2002).</p></caption>
          <?xmltex \igopts{width=398.338583pt}?><graphic xlink:href="https://hess.copernicus.org/articles/21/6235/2017/hess-21-6235-2017-f07.png"/>

        </fig>

      <p id="d1e2254">The temporal Pearson correlation map between simulated LAI and NDVI showed
the same pattern observed in the calibration period: the two areas located
near Mount Kenya and the Aberdare mountains had a temporal correlation
coefficient equal to zero or negative. However, in more than 80 % of the
catchment, this coefficient was between 0.3 and 0.9 (Fig. 4; right panel).</p>
      <p id="d1e2257">Regarding the spatial Pearson correlation coefficient between simulated LAI
and NDVI in the three main land covers, the results were not as good as the
results obtained in terms of temporal correlation. Nevertheless, there were
no negative spatial correlation coefficients at any time step. In the case of
shrubs and grasses, both the mean and median were almost 0.4, while the
corresponding value for the trees was around 0.35 (Fig. 5; lower panel). The
variance obtained during the validation period was narrower than that obtained
during the calibration period for the three land covers. The spatial pattern of LAI was, as for the calibration period, well
captured by the model (Fig. 6; see the lower panels). The cells with high
differences between their own temporal mean and the general mean were
consistent in both maps.</p>
      <p id="d1e2260">Finally, since there was observed discharge at the basin outlet during the
years 2000, 2001 and 2002, it was possible to compare the discharge simulated
by the model with the observations. The volume error (E) was equal to
<inline-formula><mml:math id="M93" display="inline"><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">0.40</mml:mn></mml:mrow></mml:math></inline-formula>, while the NS index was equal to 0.32. E is strongly affected by the
results obtained at the beginning of the validation period, probably due to
the absence of information regarding the initial conditions. Although we used
a year as warming-up period, the simulations improved only after 2001. In
fact, having calculated the performance indexes in each year, E
decreased in magnitude from <inline-formula><mml:math id="M94" display="inline"><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">0.88</mml:mn></mml:mrow></mml:math></inline-formula> in 2000 to
only <inline-formula><mml:math id="M95" display="inline"><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">0.17</mml:mn></mml:mrow></mml:math></inline-formula> during the year 2002 (Fig. 7). Regarding the NS index, the worst
result was also obtained in the first year and it improved from a negative
value in 2000 to 0.35 during the year 2002, as one should expect considering
the visual comparison in Fig. 7. This trend is emphasized in the plot of the
FDCs (Fig. 8), where the underestimation in the first 2 years is clearly
highlighted. The upper panel (Fig. 8a) compares the FDC of observations and
simulations within the whole period, while the lower panels (Fig. 8 b–d)
compare the corresponding FDCs within the 2000, 2001 and 2002. In these
plots, the simulation seems to closely interpret hydrological response in the
year 2002.</p>
</sec>
</sec>
<sec id="Ch1.S7">
  <title>Discussion</title>
      <p id="d1e2300">From the a priori manual calibration step to the model validation step, it was
possible to identify a behavioral pattern which would also be observed during
the following automatic calibration and validation steps: EOF<inline-formula><mml:math id="M96" display="inline"><mml:msub><mml:mi/><mml:mn mathvariant="normal">1</mml:mn></mml:msub></mml:math></inline-formula>
explains more than 60 % of the spatial variance, EOF<inline-formula><mml:math id="M97" display="inline"><mml:msub><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msub></mml:math></inline-formula> around
10 % and EOF<inline-formula><mml:math id="M98" display="inline"><mml:msub><mml:mi/><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:math></inline-formula> around 5 %, while the remaining EOFs could be
considered negligible. The fact that EOF<inline-formula><mml:math id="M99" display="inline"><mml:msub><mml:mi/><mml:mn mathvariant="normal">1</mml:mn></mml:msub></mml:math></inline-formula> and EOF<inline-formula><mml:math id="M100" display="inline"><mml:msub><mml:mi/><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:math></inline-formula> of the
observed NDVI were related to the land cover and soil type maps,
respectively, was consistent with our expectations that NDVI is a suitable proxy of
vegetation dynamics.</p>
      <p id="d1e2348">After the automatic calibration, the model matched the observed loadings of
EOF<inline-formula><mml:math id="M101" display="inline"><mml:msub><mml:mi/><mml:mn mathvariant="normal">1</mml:mn></mml:msub></mml:math></inline-formula> and its accuracy was slightly poorer for EOF<inline-formula><mml:math id="M102" display="inline"><mml:msub><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msub></mml:math></inline-formula> and EOF<inline-formula><mml:math id="M103" display="inline"><mml:msub><mml:mi/><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:math></inline-formula>.
Thus EOF<inline-formula><mml:math id="M104" display="inline"><mml:msub><mml:mi/><mml:mn mathvariant="normal">1</mml:mn></mml:msub></mml:math></inline-formula> captured the predominant pattern that was found in both the
observed NDVI and the simulated LAI data. On one hand, the
temporal variation of EOF<inline-formula><mml:math id="M105" display="inline"><mml:msub><mml:mi/><mml:mn mathvariant="normal">1</mml:mn></mml:msub></mml:math></inline-formula> loadings seemed to be related to the two
typical growing seasons in the catchment: the first one during March–May and
the second one during October–December (Franz et al., 2010; Fig. 3). On the
other hand, the loadings of EOF<inline-formula><mml:math id="M106" display="inline"><mml:msub><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msub></mml:math></inline-formula> and EOF<inline-formula><mml:math id="M107" display="inline"><mml:msub><mml:mi/><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:math></inline-formula> were not strongly
connected with any feature. The loadings of the remaining EOFs were
scattered, which implies that mainly measurement and model noise were covered by these
EOFs.</p>
      <p id="d1e2415">The weakness of the proposed calibration methodology is that, although the
associated weights to the loading deviation in Eq. (6) are needed, they are
also misleading some spatial information. New ways to weigh the loading
deviations must emerge in future research as proposed by Koch et al. (2015).
In fact, due to the portion of variance explained by EOF<inline-formula><mml:math id="M108" display="inline"><mml:msub><mml:mi/><mml:mn mathvariant="normal">1</mml:mn></mml:msub></mml:math></inline-formula>, this first
main pattern controlled the calibration process. In future applications, the
proposed error index may be improved by focusing or excluding specific EOFs.
A popular method for deciding which EOF to keep and which to discard is to
use “selection rules”. Basically, there are three classes of selection
rules depending on whether they focus on the amount of variance explained by
each EOF, the loadings or the EOF maps (Preisendorfer, 1988). Another option
could be to rotate the EOFs as proposed by Bonaccorso et al. (2003). As each
rotated EOF will not explain the same variance of the unrotated one, this
approach would be an option to use different combinations of EOFs, which
explain different amounts of variance in order to reduce the influence of
EOF<inline-formula><mml:math id="M109" display="inline"><mml:msub><mml:mi/><mml:mn mathvariant="normal">1</mml:mn></mml:msub></mml:math></inline-formula>.<?xmltex \hack{\newpage}?></p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F8"><caption><p id="d1e2439">Observed (in black) and simulated (in red) flow duration curves (FDCs) for
the whole validation period <bold>(a)</bold> and for the corresponding 3 years
in isolation (<bold>b</bold>, <bold>c</bold> and <bold>d</bold>) for the years 2000, 2001 and 2002, respectively.</p></caption>
        <?xmltex \igopts{width=236.157874pt}?><graphic xlink:href="https://hess.copernicus.org/articles/21/6235/2017/hess-21-6235-2017-f08.png"/>

      </fig>

      <p id="d1e2461">The automatic calibration process worked satisfactorily as shown by the
additional metrics: temporal Pearson correlation coefficient, spatial Pearson
correlation coefficient in the main land covers and the comparison between
the gradient maps. In terms of spatial Pearson correlation coefficient, the
weakest values were obtained in the higher portion of the basin near Mount Kenya
and the Aberdare mountains, while the remaining cells within the
study area showed a good agreement between observed NDVI and simulated LAI.
This same behavior was also observed when calibrating manually. Two reasons
could explain such results. First, the observed NDVI in some cells of those
areas had a really bad quality as testified by the unrealistic oscillations of
the NDVI from 0.8 to 0.1 (even zero) in just one week. These unrealistic
oscillations could be produced by the presence of clouds over the area near
to the mountains. The second reason is related to the conceptual limitation
of the proposed model. The TETIS-VEG was designed to be used only in
water-controlled areas. Franz (2007) analyzed the correlation between the
fractional woody cover and the mean annual precipitation within the catchment
and they were strongly correlated. However, two different slopes were
observed. The transition point, which indicates when water availability had a
smaller influence on the fractional woody cover, occurred approximately
around 800 mm year<inline-formula><mml:math id="M110" 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>. Physically, the transition point is believed to
be a good approximation of the transition from a water-controlled ecosystem
to a nutrient-controlled ecosystem. This approach allowed us to define the
higher areas within the study catchment (where Mount Kenya and the Aberdare mountains
are included) as nitrogen limited ecosystems instead of
water-controlled.<?xmltex \hack{\newpage}?></p>
      <p id="d1e2477">With the exemption of these two areas, a strong correlation
between NDVI and LAI existed, i.e., the model captured the temporal dynamic of LAI.
However, this did not necessarily mean that the magnitude of LAI was
reasonable. This last point was proven by calculating the good performance
in terms of spatial Pearson correlation and the comparison between the
gradient maps. No differences and good agreements were observed along the
main land covers: trees, shrubs and grasses.</p>
      <p id="d1e2480">Finally, there were four parameters in the automated calibration which
changed substantially (in relative terms) in comparison to the values
obtained during the manual calibration: the correction factor of the maximum
static storage, the correction factor of the reference evapotranspiration,
the factor related to the distribution of roots between the first and second
static storage layers and the maximum LAI sustainable by the system
(Table 1). These parameters directly affect the transpiration process and the
amount of available water to be consumed by the plants. In any case, all
obtained values were consistent with the reviewed literature (embedded in
Table 1). All of them are completely included in the searching boundary used
during the automatic calibration.</p>
      <p id="d1e2483">The validation process confirmed (1) the model was able to capture
completely EOF<inline-formula><mml:math id="M111" display="inline"><mml:msub><mml:mi/><mml:mn mathvariant="normal">1</mml:mn></mml:msub></mml:math></inline-formula> while the model performance worsened in EOF<inline-formula><mml:math id="M112" display="inline"><mml:msub><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msub></mml:math></inline-formula> and EOF<inline-formula><mml:math id="M113" display="inline"><mml:msub><mml:mi/><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:math></inline-formula>, (2) the simulated LAI and the observed NDVI were
temporally correlated in most of the catchment and (3) the spatial
distribution of LAI was consistent as shown by the comparison between the
gradient maps and the value of the spatial Pearson correlation coefficient at
any time.</p>
      <p id="d1e2513">An additional interesting outcome provided by the validation was the
comparison between simulated and observed hydrograph data at the outlet. The
simulated stream flow was promising, but not completely convincing. This
limitation is obvious since the model parameters were calibrated on NDVI
data, i.e., the model was calibrated on vegetation dynamics. Therefore, a
direct comparison between hydrographs should not be too exigent when no
information about the parameters involved in the river flow routing or
aquifer discharge was included in the calibration.</p>
      <p id="d1e2516">We strengthened our discharge analysis by using the concept of FDCs. By
graphical comparison (Fig. 8), it could be observed that the model is able to
reproduce the shape of the observed FDC, while some discrepancies were found
in terms of magnitude. However, its performance improved considerably year by
year. Since the FDC shape is an important indicator of the
relevant hydrological processes occurring on the basin scale, this result
pointed out the capability of the proposed model calibration methodology to
reproduce the main hydrological behavior of the study basin.</p>
</sec>
<sec id="Ch1.S8" sec-type="conclusions">
  <title>Conclusions</title>
      <p id="d1e2525">The main two objectives of this research were (1) to explore if it is
possible to calibrate and validate an ecohydrological model using only
satellite information and (2) to incorporate spatio-temporal data about a
model state variable into the automatic calibration process. In order to
tackle these challenges, a parsimonious distributed
ecohydrological model was calibrated by exclusively using NDVI data provided
by MODIS. A methodology based on EOF analysis was proposed to carry out
manual and automatic calibration of the model. Finally, the results were
validated using satellite data referring to different periods and the
observed discharge at the basin outlet, which was not used for calibration.</p>
      <p id="d1e2528">In general, the proposed model was able to properly reproduce the vegetation
dynamics and the observed stream flow. The results highlight the
usefulness of satellite data. It was possible to implement the hydrological
and the vegetation components of the TETIS-VEG daily model using only NDVI data
and also to validate the model with satisfactory results. Such
outcomes are promising because they demonstrate that satellite data could be
exploited in order to predict river discharge in ungauged basins. More
specifically, we expect this result given the key role played by
vegetation in water-controlled areas such as the upper Ewaso Ngiro river basin in
Kenya, where having an appropriate description of vegetation and
transpiration is critical for a correct description of the water balance on
the local and basin scale.</p>
      <p id="d1e2531">The proposed automatic calibration was completely designed to incorporate
spatio-temporal data in order to take maximum advantage of the
available satellite data. After calibrating, the simulated vegetation
patterns display good agreement with measured NDVI in most of the basin
except for some portions at higher altitudes. This non-satisfactory result
may be due to the bad quality of the NDVI data and/or the limitation of the
vegetation sub-model (that was specifically designed for semiarid regions).</p>
      <p id="d1e2534">Model limitations along with poor data quality and resolution negatively affected
the overall model performance, but the proposed procedure
allowed us to exploit the amount of information available addressing the
critical issue of identifying a procedure for the calibration of a
distributed model. This allowed us to obtain a correct description of
vegetation dynamics in space and time also providing, as a marginal benefit, a
fairly good streamflow prediction. In this context, it was mandatory to
adopt a daily time step in order to have a coherence with satellite NDVI
data and also removing the need for a runoff propagation module in our
model.</p>
      <p id="d1e2538">Finally, we should consider that the potential of the present study is due
to the large availability of remote sensing information (not only satellite)
concerning spatial state variables and more information will be available in
the future. Many efforts are being made to improve the quality and quantity
of remote sensing data (drones, better devices, etc.). Additionally, the scientific
community must also be ready to exploit the enormous amount of information
contained in this data (temporal, spatial and spatio-temporal). Therefore,
we should identify the best way to use all of this new available
information, not only for data assimilation but also for model calibration
and validation.</p>
</sec>

      
      </body>
    <back><notes notes-type="dataavailability">

      <p id="d1e2545">The MODIS data were obtained through the online data pool
at the NASA Land Processes Distributed Active Archive Center (LP DAAC), USGS
Earth Resources Observation and Science (EROS) Center, Sioux Falls, South
Dakota (<uri>https://search.earthdata.nasa.gov/search</uri>).</p>
  </notes><notes notes-type="competinginterests">

      <p id="d1e2555">The authors declare that they have no conflict of
interest.</p>
  </notes><ack><title>Acknowledgements</title><p id="d1e2561">The research leading to these results has received funding from the Spanish
Ministry of Economy and Competitiveness and FEDER funds, through the research
projects ECOTETIS (CGL2011-28776-C02-014) and TETISMED
(CGL2014-58127-C3-3-R). The collaboration between Universitat Politècnica
de València, Università degli studi della Basilicata and Princeton
University was funded by the Spanish Ministry of Economy and Competitiveness
through the EEBB-I-15-10262 fellowship.<?xmltex \hack{\newline}?><?xmltex \hack{\newline}?> Edited
by: Dimitri Solomatine<?xmltex \hack{\newline}?> Reviewed by: Shervan Gharari and two
anonymous referees</p></ack><ref-list>
    <title>References</title>

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