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  <front>
    <journal-meta><journal-id journal-id-type="publisher">HESS</journal-id><journal-title-group>
    <journal-title>Hydrology and Earth System Sciences</journal-title>
    <abbrev-journal-title abbrev-type="publisher">HESS</abbrev-journal-title><abbrev-journal-title abbrev-type="nlm-ta">Hydrol. Earth Syst. Sci.</abbrev-journal-title>
  </journal-title-group><issn pub-type="epub">1607-7938</issn><publisher>
    <publisher-name>Copernicus Publications</publisher-name>
    <publisher-loc>Göttingen, Germany</publisher-loc>
  </publisher></journal-meta>
    <article-meta>
      <article-id pub-id-type="doi">10.5194/hess-22-6449-2018</article-id><title-group><article-title>Application of an improved global-scale groundwater model <?xmltex \hack{\break}?> for water table estimation across New Zealand</article-title><alt-title>Application of an improved global-scale groundwater model for water table estimation</alt-title>
      </title-group><?xmltex \runningtitle{Application of an improved global-scale groundwater model for water table estimation}?><?xmltex \runningauthor{R.~Westerhoff et al.}?>
      <contrib-group>
        <contrib contrib-type="author" corresp="yes" rid="aff1 aff2">
          <name><surname>Westerhoff</surname><given-names>Rogier</given-names></name>
          <email>r.westerhoff@gns.cri.nz</email>
        <ext-link>https://orcid.org/0000-0002-1867-3110</ext-link></contrib>
        <contrib contrib-type="author" corresp="no" rid="aff1">
          <name><surname>White</surname><given-names>Paul</given-names></name>
          
        </contrib>
        <contrib contrib-type="author" corresp="no" rid="aff3">
          <name><surname>Miguez-Macho</surname><given-names>Gonzalo</given-names></name>
          
        <ext-link>https://orcid.org/0000-0002-4259-7883</ext-link></contrib>
        <aff id="aff1"><label>1</label><institution>GNS Science, Taupo, New Zealand</institution>
        </aff>
        <aff id="aff2"><label>2</label><institution>Deltares, Utrecht, the Netherlands</institution>
        </aff>
        <aff id="aff3"><label>3</label><institution>University of Santiago de Compostela, Santiago de Compostela, Spain</institution>
        </aff>
      </contrib-group>
      <author-notes><corresp id="corr1">Rogier Westerhoff (r.westerhoff@gns.cri.nz)</corresp></author-notes><pub-date><day>13</day><month>December</month><year>2018</year></pub-date>
      
      <volume>22</volume>
      <issue>12</issue>
      <fpage>6449</fpage><lpage>6472</lpage>
      <history>
        <date date-type="received"><day>30</day><month>April</month><year>2018</year></date>
           <date date-type="rev-request"><day>18</day><month>May</month><year>2018</year></date>
           <date date-type="rev-recd"><day>12</day><month>November</month><year>2018</year></date>
           <date date-type="accepted"><day>22</day><month>November</month><year>2018</year></date>
      </history>
      <permissions>
        
        
      <license license-type="open-access"><license-p>This work is licensed under the Creative Commons Attribution 4.0 International License. To view a copy of this licence, visit <ext-link ext-link-type="uri" xlink:href="https://creativecommons.org/licenses/by/4.0/">https://creativecommons.org/licenses/by/4.0/</ext-link></license-p></license></permissions><self-uri xlink:href="https://hess.copernicus.org/articles/22/6449/2018/hess-22-6449-2018.html">This article is available from https://hess.copernicus.org/articles/22/6449/2018/hess-22-6449-2018.html</self-uri><self-uri xlink:href="https://hess.copernicus.org/articles/22/6449/2018/hess-22-6449-2018.pdf">The full text article is available as a PDF file from https://hess.copernicus.org/articles/22/6449/2018/hess-22-6449-2018.pdf</self-uri>
      <abstract>
    <p id="d1e113">Many studies underline the importance of groundwater assessment at the
larger, i.e. global, scale. The groundwater models used for these
assessments are dedicated to the global scale and therefore not often
applied for studies in smaller areas, e.g. catchments, because of their
simplifying assumptions.</p>
    <p id="d1e116">In New Zealand, advanced numerical groundwater flow models have been applied
in several catchments. However, that application is piecemeal: only for a
limited amount of aquifers and through a variety of groundwater model
suites, formats, and developers. Additionally, there are large areas where
groundwater models and data are sparse. Hence, an inter-catchment,
inter-regional, or nationwide overview of important groundwater information,
such as the water table, does not exist. The investment needed to adequately
cover New Zealand with high-resolution groundwater models in a consistent
approach would be significant and is therefore not considered possible at this stage.</p>
    <p id="d1e119">This study proposes a solution that obtains a nationwide overview of
groundwater that bridges the gap between the (too-)expensive advanced local
models and the (too-)simple global-scale models. We apply an existing,
global-scale, groundwater flow model and improve it by feeding in national
input data of New Zealand terrain, geology, and recharge, and by slight
adjustment of model parametrisation and model testing. The resulting
nationwide maps of hydraulic head and water table depths show that the model
points out the main alluvial aquifers with fine spatial detail (200 m grid
resolution). The national input data and finer spatial detail result in
better and more realistic variations of water table depth than the original,
global-scale, model outputs. In two regional case studies in New Zealand, the
hydraulic head shows excellent correlation with the available groundwater
level data. Sensitivity and other analyses of our nationwide water tables
show that the model is mostly driven by recharge, model resolution, and elevation
(gravity), and impeded by the geology (permeability).</p>
    <p id="d1e122">The use of this first dedicated New Zealand-wide model can aid in provision
of water table estimates in data-sparse regions. The national model can also
be used to solve inconsistency of models in areas of trans-boundary aquifers,
i.e. aquifers that cover more than one region in New Zealand.</p>
    <p id="d1e125">Comparison of the models, i.e. the national application (National Water Table model: NWT) with the
global model (Equilibrium Water Table model: EWT), shows that most improvement is achieved by feeding in better
and higher-resolution input data. The NWT model still has a bias towards
shallow water tables (but less than the EWT model because of the finer model
resolution), which could only be solved by feeding in a very high resolution
terrain model that incorporates drainage features. Although this is a model
shortcoming, it can also be viewed as a valuable indicator of the pre-human
water table, i.e. before 90 % of wetlands were drained for agriculture since
European settlement in New Zealand.</p>
    <p id="d1e129">Calibration to ground-observed water level improves model results but can of
course only work where there are such data available. Future research should
therefore focus on both model improvements and more data-driven,
improved estimation of hydraulic conductivity, recharge, and the digital
elevation model. We further surmise that the findings of this study, i.e.
successful application of a global-scale<?pagebreak page6450?> model at smaller scales, will lead
to subsequent improvement of the global-scale model equations.</p>
  </abstract>
    </article-meta>
  </front>
<body>
      

<sec id="Ch1.S1" sec-type="intro">
  <title>Introduction</title>
      <p id="d1e139">Groundwater is a key water resource to many countries in the world, providing
water for irrigation, domestic consumption, and industry. Groundwater also
provides baseflow to streams and rivers, which, in drier times, helps sustain
ecology when rainfall runoff is low. Existing studies underline the
importance of global-scale assessment of groundwater
<xref ref-type="bibr" rid="bib1.bibx48 bib1.bibx49" id="paren.1"/>, its role in a changing
climate <xref ref-type="bibr" rid="bib1.bibx44 bib1.bibx22" id="paren.2"/>, and its current
depletion <xref ref-type="bibr" rid="bib1.bibx20 bib1.bibx39" id="paren.3"/>.</p>
      <p id="d1e151">Groundwater models used for global-scale assessments are simplified. Because
these models have to cover the entire globe, they generally use coarse input
data or embed a simplified model algorithm. For example,
<xref ref-type="bibr" rid="bib1.bibx14" id="text.4"/> apply a global model of water table estimates with
grid cells of approximately 1 km, using simplified subsurface parametrisation
and flow equations that calculate an equilibrium water table (explained in
more detail in Sect. <xref ref-type="sec" rid="Ch1.S2"/>).
De Graaf et al. (<xref ref-type="bibr" rid="bib1.bibx7" id="year.5"/>) apply a model with approximately 10 km
resolution and global-scale input data and also look for the equilibrium
water table, albeit using a MODFLOW environment, with subsequent improvement to
a two-layer MODFLOW application to better include confining layers <xref ref-type="bibr" rid="bib1.bibx8" id="paren.6"/>.</p>
      <p id="d1e165">Advanced numerical advanced groundwater flow studies are mostly at the
catchment scale <xref ref-type="bibr" rid="bib1.bibx23 bib1.bibx51 bib1.bibx35" id="paren.7"><named-content content-type="pre">e.g.</named-content></xref>,
where hydrology is traditionally best constrained. Water policy also
typically fits the catchment scale, and, in most countries, decision-making is
based on hydrological studies of this scale. In New Zealand, that is not much
different: water resources and allocation are managed by regional councils,
and regions mostly have the same boundaries as the catchments. Advanced
numerical groundwater flow models at the catchment scale in New Zealand have
been developed by, e.g., <xref ref-type="bibr" rid="bib1.bibx55" id="text.8"/>,
<xref ref-type="bibr" rid="bib1.bibx45" id="text.9"/>, and <xref ref-type="bibr" rid="bib1.bibx57" id="text.10"/>.</p>
      <p id="d1e182">National-scale groundwater information in New Zealand is also important.
Guidelines on groundwater allocation are defined by the national government
<xref ref-type="bibr" rid="bib1.bibx33 bib1.bibx31" id="paren.11"/>, thus requiring a
nationwide overview. Furthermore, national-scale hydrology models in New
Zealand <xref ref-type="bibr" rid="bib1.bibx3" id="paren.12"><named-content content-type="pre">TOPNET:</named-content></xref> require groundwater
information to calculate the interaction of groundwater with surface water,
such as baseflow or flow loss from rivers. However, many challenges still
need to be overcome in order to obtain a national overview of New Zealand's groundwater resources.
Substantial parts of New Zealand are not covered by advanced numerical
groundwater flow models, and the regions that do have this coverage do not
have agreed-upon and consistent modelling approaches, data formats, and data
availability <xref ref-type="bibr" rid="bib1.bibx54" id="paren.13"/>, causing
“trans-boundary” issues, such as drinking water source protection
and catchment boundary definition. Where some regions are relatively data-rich,
others do not have enough information to obtain a detailed groundwater flow
model. Development of individual advanced groundwater flow models for each
region, compatible across regions, is recommended but would take many years
to complete in the current policy framework, with significant efforts
required in aligning regional and national policymakers. Also, the combined
model runtime of those advanced, and therefore computationally demanding,
models would be a large computational burden.</p>
      <p id="d1e197">This study proposes a solution to obtain a nationwide overview of groundwater
that bridges the gap between (too-)expensive advanced local models and
(too-)simple global-scale models. It describes the development of a groundwater
model at the national scale of New Zealand. Our model is inspired by the
global-scale Equilibrium Water Table (EWT) model
<xref ref-type="bibr" rid="bib1.bibx14" id="paren.14"><named-content content-type="pre">e.g.</named-content></xref>, with improved input data (i.e. national
input datasets of elevation, geology, and recharge) and adjusted resolution and
computational efficiency. It is therefore called the National Water Table (NWT)
model. A review of the EWT model is first given, after which the
improved NWT model method is explained. Results simulated at the national
scale are presented, where sensitivity to the input parameters of recharge, and
hydraulic conductivity is also assessed. The NWT is furthermore evaluated at
the catchment scale by comparing simulated groundwater depths to observations
in two regional case studies, where the role of a simplified calibration is
assessed. In addition, this paper discusses the relevance of the NWT model to
solving inconsistency between regional models, and the strength and weakness of
the simplifying assumptions in the model. We also discuss the importance of
model input components (e.g. terrain model and hydraulic conductivity).</p>
</sec>
<sec id="Ch1.S2">
  <title>Review of the EWT model</title>
      <p id="d1e211">The Equilibrium Water Table (EWT) model is a steady-state groundwater model
that calculates water table depth (in metres below ground level: m b.g.l.) and
water table elevation (in metres above sea level: m a.s.l.) at the global scale
using a variety of ground-based, satellite-observed, and modelled data
<xref ref-type="bibr" rid="bib1.bibx14 bib1.bibx13 bib1.bibx12 bib1.bibx29 bib1.bibx30" id="paren.15"/>.
The water table <xref ref-type="bibr" rid="bib1.bibx26" id="paren.16"><named-content content-type="pre">“the level in the saturated zone at which the
pressure is equal to the atmospheric pressure”;</named-content></xref>
represents a long-term average at a broad scale without human-induced
effects, e.g. pumping, draining, and irrigation. The model calculates a
single water table, and therefore it generally cannot represent smaller-scale
water tables and piezometric surfaces in perched or multi-layered aquifers.</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F1" specific-use="star"><caption><p id="d1e224">EWT water table depth in New Zealand, after <xref ref-type="bibr" rid="bib1.bibx14" id="text.17"/>.
Main cities (black text boxes) as well as main alluvial aquifer are pointed
out (grey text boxes).</p></caption>
        <?xmltex \igopts{width=398.338583pt}?><graphic xlink:href="https://hess.copernicus.org/articles/22/6449/2018/hess-22-6449-2018-f01.png"/>

      </fig>

      <?pagebreak page6451?><p id="d1e236"><?xmltex \hack{\newpage}?>To calculate the water table, the long-term balance between the groundwater
recharge and horizontal groundwater flow is calculated using a simple
groundwater flow equation, based on a mass balance and Darcy's law
<xref ref-type="bibr" rid="bib1.bibx27 bib1.bibx9 bib1.bibx16" id="paren.18"><named-content content-type="pre">e.g.</named-content></xref>.
The long-term balance is sought by a flux-based approach, i.e. by adding
recharge and calculating groundwater flow, hydraulic head, and groundwater
discharge to the surface for each time step unit (e.g. daily) until the model
converges, i.e. until the water table no longer changes. The groundwater
flow is constrained by the sea level, assuming that the hydrology is in
equilibrium with the climate and sea level <xref ref-type="bibr" rid="bib1.bibx28" id="paren.19"/>.
Model input data include a global topography model, a long-term time series
of global groundwater recharge, and a global soil model. Ground-observed
groundwater level data have been used for calibration of hydraulic
conductivity on a continental scale <xref ref-type="bibr" rid="bib1.bibx15" id="paren.20"/>. However, no
New Zealand data were used in that calibration. As the EWT method is well
described in other studies, we will not provide more detail in the main text
of our study. However, the methods are described in <xref ref-type="bibr" rid="bib1.bibx15" id="text.21"/>
and summarised in Appendix <xref ref-type="sec" rid="App1.Ch1.S1"/>.</p>
      <p id="d1e256"><xref ref-type="bibr" rid="bib1.bibx52" id="text.22"/> evaluated water table depths from the EWT
model in New Zealand. Generally, they found that the model correctly
estimated shallow water tables in New Zealand's alluvial aquifer systems,
such as the Hauraki Plains, Heretaunga Plains, and the Canterbury Plains
(Fig. <xref ref-type="fig" rid="Ch1.F1"/>). Overall, water tables have a tendency to be
too shallow, and <xref ref-type="bibr" rid="bib1.bibx52" id="text.23"/> concluded that was mostly
because the model does not incorporate pumping or other human draining features, e.g. tile drainage. However,
they also found several issues in the Canterbury Plains, which included a
bias towards calculation of shallow water table depth – i.e. EWT depths were too
shallow compared to ground observations at many locations – that was possibly
driven by wrong model input data (e.g. hydraulic conductivity or recharge).
They also described the importance of better terrain models, as the
uncertainty of the global-scale datasets is generally 10 m or more
<xref ref-type="bibr" rid="bib1.bibx18 bib1.bibx25 bib1.bibx40" id="paren.24"/>.
Therefore, <xref ref-type="bibr" rid="bib1.bibx52" id="text.25"/> recommended improvement in the
method and its input data, which included better model convergence criteria;
representation of terrain; estimation of hydraulic conductivity, i.e. a
better representation of the underlying geology; and rainfall recharge data that
are relevant to the New Zealand climate.</p>
</sec>
<sec id="Ch1.S3">
  <title>Methodology</title>
      <p id="d1e278">The NWT model is based on the EWT model but uses
adjustments as proposed by other global-scale groundwater studies
<xref ref-type="bibr" rid="bib1.bibx19 bib1.bibx7" id="paren.26"/> and uses
national-scale New Zealand input data. Our model improvements include a
national terrain model; national recharge estimates; hydraulic conductivity
estimates based on the geological map of New Zealand; and model resolution,
initial conditions, and convergence criteria.</p>
<sec id="Ch1.S3.SS1">
  <title>National terrain model</title>
      <p id="d1e289">The Geographx New Zealand DEM 2.1 <xref ref-type="bibr" rid="bib1.bibx17" id="paren.27"/> is a
national digital elevation model with an 8 m grid resolution which combines
New Zealand-based topographic data and satellite data from the Shuttle Radar
Topography Mission <xref ref-type="bibr" rid="bib1.bibx47" id="paren.28"><named-content content-type="pre">SRTM;</named-content></xref>. More accurate
elevation data are available in New Zealand, but only piecemeal at the local
scale of catchments.</p><?xmltex \hack{\newpage}?>
</sec>
<?pagebreak page6452?><sec id="Ch1.S3.SS2">
  <title>National rainfall recharge</title>
      <p id="d1e307">Rainfall recharge to groundwater was taken from a recently developed national
New Zealand rainfall recharge dataset <xref ref-type="bibr" rid="bib1.bibx54" id="paren.29"/>.
This dataset contains monthly estimates of recharge from January 2000 to
December 2014, including an uncertainty estimate. For the purpose of feeding
recharge into the NWT model with daily time steps, mean daily recharge was
calculated for each NWT model cell (Fig. <xref ref-type="fig" rid="Ch1.F2"/>).</p>
</sec>
<sec id="Ch1.S3.SS3">
  <title>Hydraulic conductivity</title>
      <p id="d1e321">The NWT model uses data from the national geological map of New Zealand. The
steps to derive saturated hydraulic conductivity <inline-formula><mml:math id="M1" display="inline"><mml:mi>K</mml:mi></mml:math></inline-formula> values suitable for NWT
model input are estimation of near-surface <inline-formula><mml:math id="M2" display="inline"><mml:mi>K</mml:mi></mml:math></inline-formula> (Fig. <xref ref-type="fig" rid="Ch1.F3"/>), (optional) local calibration
of near-surface <inline-formula><mml:math id="M3" display="inline"><mml:mi>K</mml:mi></mml:math></inline-formula>, and estimation of <inline-formula><mml:math id="M4" display="inline"><mml:mi>K</mml:mi></mml:math></inline-formula> over depth. These steps are described below.</p>

<?xmltex \floatpos{t}?><table-wrap id="Ch1.T1" specific-use="star"><caption><p id="d1e357">New Zealand hydrolithologies and their intrinsic
permeability <inline-formula><mml:math id="M5" display="inline"><mml:mi mathvariant="italic">κ</mml:mi></mml:math></inline-formula>, including standard deviation <inline-formula><mml:math id="M6" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">σ</mml:mi><mml:mi mathvariant="italic">κ</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>, after
<xref ref-type="bibr" rid="bib1.bibx19" id="text.30"/> and <xref ref-type="bibr" rid="bib1.bibx46" id="text.31"/>.
F-g. stands for fine-grained, p-s. for poorly sorted, c-g. for
coarse-grained, uncons. for unconsolidated, and sed. for sediment.</p></caption><oasis:table frame="topbot"><oasis:tgroup cols="4">
     <oasis:colspec colnum="1" colname="col1" align="left"/>
     <oasis:colspec colnum="2" colname="col2" align="right"/>
     <oasis:colspec colnum="3" colname="col3" align="center"/>
     <oasis:colspec colnum="4" colname="col4" align="left"/>
     <oasis:thead>
       <oasis:row>
         <oasis:entry colname="col1">Hydrolithology unit</oasis:entry>
         <oasis:entry colname="col2"><inline-formula><mml:math id="M7" display="inline"><mml:mi mathvariant="italic">κ</mml:mi></mml:math></inline-formula></oasis:entry>
         <oasis:entry colname="col3"><inline-formula><mml:math id="M8" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">σ</mml:mi><mml:mi mathvariant="italic">κ</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula></oasis:entry>
         <oasis:entry colname="col4">Example lithologies</oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">
         <oasis:entry colname="col1"/>
         <oasis:entry colname="col2"><inline-formula><mml:math id="M9" display="inline"><mml:mrow><mml:mo>[</mml:mo><mml:mi>log⁡</mml:mi></mml:mrow></mml:math></inline-formula> m<inline-formula><mml:math id="M10" display="inline"><mml:mrow><mml:msup><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mo>]</mml:mo></mml:mrow></mml:math></inline-formula></oasis:entry>
         <oasis:entry colname="col3"><inline-formula><mml:math id="M11" display="inline"><mml:mrow><mml:mo>[</mml:mo><mml:mi>log⁡</mml:mi></mml:mrow></mml:math></inline-formula> m<inline-formula><mml:math id="M12" display="inline"><mml:mrow><mml:msup><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mo>]</mml:mo></mml:mrow></mml:math></inline-formula></oasis:entry>
         <oasis:entry colname="col4"/>
       </oasis:row>
     </oasis:thead>
     <oasis:tbody>
       <oasis:row>
         <oasis:entry colname="col1">F-g. sed.</oasis:entry>
         <oasis:entry colname="col2"><inline-formula><mml:math id="M13" display="inline"><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">16.5</mml:mn></mml:mrow></mml:math></inline-formula></oasis:entry>
         <oasis:entry colname="col3">1.7</oasis:entry>
         <oasis:entry colname="col4">mudstone, claystone</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1">Crystalline</oasis:entry>
         <oasis:entry colname="col2"><inline-formula><mml:math id="M14" display="inline"><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">15</mml:mn></mml:mrow></mml:math></inline-formula></oasis:entry>
         <oasis:entry colname="col3">1.5</oasis:entry>
         <oasis:entry colname="col4">granite, greywacke</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1">F-g. uncons. sed.</oasis:entry>
         <oasis:entry colname="col2"><inline-formula><mml:math id="M15" display="inline"><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">14</mml:mn></mml:mrow></mml:math></inline-formula></oasis:entry>
         <oasis:entry colname="col3">1.8</oasis:entry>
         <oasis:entry colname="col4">clay, silt</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1">Carbonate</oasis:entry>
         <oasis:entry colname="col2"><inline-formula><mml:math id="M16" display="inline"><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">14</mml:mn></mml:mrow></mml:math></inline-formula></oasis:entry>
         <oasis:entry colname="col3">1.8</oasis:entry>
         <oasis:entry colname="col4">limestone, shell beds</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1">Volcanic</oasis:entry>
         <oasis:entry colname="col2"><inline-formula><mml:math id="M17" display="inline"><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">12.5</mml:mn></mml:mrow></mml:math></inline-formula></oasis:entry>
         <oasis:entry colname="col3">1.8</oasis:entry>
         <oasis:entry colname="col4">andesite, basalt</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1">P-s. sed.</oasis:entry>
         <oasis:entry colname="col2"><inline-formula><mml:math id="M18" display="inline"><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">12.5</mml:mn></mml:mrow></mml:math></inline-formula></oasis:entry>
         <oasis:entry colname="col3">1.8</oasis:entry>
         <oasis:entry colname="col4">turbidite, breccia</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1">P-s. uncons. sed.</oasis:entry>
         <oasis:entry colname="col2"><inline-formula><mml:math id="M19" display="inline"><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">12.5</mml:mn></mml:mrow></mml:math></inline-formula></oasis:entry>
         <oasis:entry colname="col3">1.8</oasis:entry>
         <oasis:entry colname="col4">peat, till</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1">C-g. sed.</oasis:entry>
         <oasis:entry colname="col2"><inline-formula><mml:math id="M20" display="inline"><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">12.5</mml:mn></mml:mrow></mml:math></inline-formula></oasis:entry>
         <oasis:entry colname="col3">0.9</oasis:entry>
         <oasis:entry colname="col4">sandstone, greenstone</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1">Volcanic, high permeability</oasis:entry>
         <oasis:entry colname="col2"><inline-formula><mml:math id="M21" display="inline"><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">11.6</mml:mn></mml:mrow></mml:math></inline-formula></oasis:entry>
         <oasis:entry colname="col3">1.8</oasis:entry>
         <oasis:entry colname="col4">ignimbrite; scoria</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1">C-g. uncons. sed.</oasis:entry>
         <oasis:entry colname="col2"><inline-formula><mml:math id="M22" display="inline"><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">10.5</mml:mn></mml:mrow></mml:math></inline-formula></oasis:entry>
         <oasis:entry colname="col3">1.2</oasis:entry>
         <oasis:entry colname="col4">gravel; sand</oasis:entry>
       </oasis:row>
     </oasis:tbody>
   </oasis:tgroup></oasis:table></table-wrap>

<sec id="Ch1.S3.SS3.SSS1">
  <?xmltex \opttitle{Estimation of near-surface~$K$}?><title>Estimation of near-surface <inline-formula><mml:math id="M23" display="inline"><mml:mi>K</mml:mi></mml:math></inline-formula></title>
      <p id="d1e729">The NWT method applies geology data, i.e. the deeper subsurface underlying
the soil, from the national <inline-formula><mml:math id="M24" display="inline"><mml:mrow><mml:mn mathvariant="normal">1</mml:mn><mml:mo>:</mml:mo><mml:mn mathvariant="normal">250</mml:mn><mml:mspace width="0.125em" linebreak="nobreak"/><mml:mn mathvariant="normal">000</mml:mn></mml:mrow></mml:math></inline-formula> Geological Map of New Zealand
<xref ref-type="bibr" rid="bib1.bibx21" id="paren.32"><named-content content-type="pre">QMAP;</named-content></xref> to calculate near-surface <inline-formula><mml:math id="M25" display="inline"><mml:mi>K</mml:mi></mml:math></inline-formula>. The QMAP
is a GIS-based digital map that shows “surface geology”, i.e. the
geology of the subsurface up to approximately 10 m depth. The polygon
attributes of main rock type, secondary rock type, and age were used to
estimate <inline-formula><mml:math id="M26" display="inline"><mml:mi>K</mml:mi></mml:math></inline-formula> <xref ref-type="bibr" rid="bib1.bibx54" id="paren.33"/> and were partly based on a
classification method described by <xref ref-type="bibr" rid="bib1.bibx19" id="text.34"/>, who estimated
hydraulic permeability <inline-formula><mml:math id="M27" display="inline"><mml:mi mathvariant="italic">κ</mml:mi></mml:math></inline-formula> (m<inline-formula><mml:math id="M28" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:math></inline-formula>) and its standard deviation for a
range of hydrolithological classes. This method was put in the New Zealand
context by <xref ref-type="bibr" rid="bib1.bibx46" id="text.35"/>, who defined 10 hydrolithological
classes and their associated <inline-formula><mml:math id="M29" display="inline"><mml:mi mathvariant="italic">κ</mml:mi></mml:math></inline-formula> (Table <xref ref-type="table" rid="Ch1.T1"/>). All QMAP rock type attributes were
summarised to 183 “dictionary” values, which were then assigned to
permeabilities with a look-up table. Permeabilities of main rock type and
secondary rock type were averaged, with main rock type weighted twice as much
as secondary rock type.</p>
      <p id="d1e801">Saturated hydraulic conductivity <inline-formula><mml:math id="M30" display="inline"><mml:mi>K</mml:mi></mml:math></inline-formula> (m day<inline-formula><mml:math id="M31" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>) was calculated following
<xref ref-type="bibr" rid="bib1.bibx16" id="text.36"/> (their Eq. 2.28):

                  <disp-formula id="Ch1.E1" content-type="numbered"><mml:math id="M32" display="block"><mml:mstyle class="stylechange" displaystyle="true"/><mml:mrow><mml:mstyle displaystyle="true" class="stylechange"/><mml:mi>K</mml:mi><mml:mo>=</mml:mo><mml:mn mathvariant="normal">86</mml:mn><mml:mspace width="0.125em" linebreak="nobreak"/><mml:mn mathvariant="normal">400</mml:mn><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mrow><mml:mi mathvariant="italic">κ</mml:mi><mml:mi mathvariant="italic">ρ</mml:mi><mml:mi>g</mml:mi></mml:mrow><mml:mi mathvariant="italic">μ</mml:mi></mml:mfrac></mml:mstyle><mml:mo>,</mml:mo></mml:mrow></mml:math></disp-formula>

            where <inline-formula><mml:math id="M33" display="inline"><mml:mi mathvariant="italic">μ</mml:mi></mml:math></inline-formula> is the dynamic viscosity of freshwater at 13 <inline-formula><mml:math id="M34" display="inline"><mml:msup><mml:mi/><mml:mo>∘</mml:mo></mml:msup></mml:math></inline-formula>C (<inline-formula><mml:math id="M35" display="inline"><mml:mrow><mml:mn mathvariant="normal">1.2155</mml:mn><mml:mo>×</mml:mo><mml:msup><mml:mn mathvariant="normal">10</mml:mn><mml:mn mathvariant="normal">3</mml:mn></mml:msup></mml:mrow></mml:math></inline-formula> kg m<inline-formula><mml:math id="M36" 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> s<inline-formula><mml:math id="M37" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>),
<inline-formula><mml:math id="M38" display="inline"><mml:mi mathvariant="italic">ρ</mml:mi></mml:math></inline-formula> is the density of fresh water (<inline-formula><mml:math id="M39" display="inline"><mml:mn mathvariant="normal">1000</mml:mn></mml:math></inline-formula> kg m<inline-formula><mml:math id="M40" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">3</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>), and <inline-formula><mml:math id="M41" display="inline"><mml:mi>g</mml:mi></mml:math></inline-formula> is the
gravitational constant (<inline-formula><mml:math id="M42" display="inline"><mml:mn mathvariant="normal">9.8</mml:mn></mml:math></inline-formula> m<inline-formula><mml:math id="M43" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:math></inline-formula> s<inline-formula><mml:math id="M44" 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>).</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F2"><caption><p id="d1e976">Mean annual rainfall recharge in New Zealand
<xref ref-type="bibr" rid="bib1.bibx54" id="paren.37"><named-content content-type="pre">2000–2014;</named-content></xref>.</p></caption>
            <?xmltex \igopts{width=236.157874pt}?><graphic xlink:href="https://hess.copernicus.org/articles/22/6449/2018/hess-22-6449-2018-f02.png"/>

          </fig>

</sec>
<sec id="Ch1.S3.SS3.SSS2">
  <?xmltex \opttitle{Local calibration of near-surface~$K$}?><title>Local calibration of near-surface <inline-formula><mml:math id="M45" display="inline"><mml:mi>K</mml:mi></mml:math></inline-formula></title>
      <p id="d1e1003">For local testing purposes, a simple calibration procedure was built in.
Values of the original <inline-formula><mml:math id="M46" display="inline"><mml:mi>K</mml:mi></mml:math></inline-formula> (Eq. <xref ref-type="disp-formula" rid="Ch1.E1"/>) were adjusted
(to <inline-formula><mml:math id="M47" display="inline"><mml:mrow><mml:msub><mml:mi>K</mml:mi><mml:mi mathvariant="normal">adj</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>) in iterative calibration steps in areas where water table depth
and elevation were deemed to be sufficiently known from local measurements:

                  <disp-formula id="Ch1.E2" content-type="numbered"><mml:math id="M48" display="block"><mml:mstyle displaystyle="true" class="stylechange"/><mml:mrow><mml:mstyle displaystyle="true" class="stylechange"/><mml:msub><mml:mi>K</mml:mi><mml:mi mathvariant="normal">adj</mml:mi></mml:msub><mml:mo>=</mml:mo><mml:mi mathvariant="italic">ζ</mml:mi><mml:mfenced close=")" open="("><mml:mrow><mml:msub><mml:mi>h</mml:mi><mml:mi mathvariant="normal">insitu</mml:mi></mml:msub><mml:mo>-</mml:mo><mml:msub><mml:mi>h</mml:mi><mml:mi mathvariant="normal">model</mml:mi></mml:msub></mml:mrow></mml:mfenced><mml:mo>;</mml:mo><mml:mspace linebreak="nobreak" width="0.25em"/><mml:mfenced close="|" open="|"><mml:mrow><mml:msub><mml:mi>K</mml:mi><mml:mi mathvariant="normal">adj</mml:mi></mml:msub><mml:mo>-</mml:mo><mml:mi>K</mml:mi></mml:mrow></mml:mfenced><mml:mo>&lt;</mml:mo><mml:mn mathvariant="normal">100</mml:mn><mml:mo>.</mml:mo></mml:mrow></mml:math></disp-formula>

            The calibration damping factor <inline-formula><mml:math id="M49" display="inline"><mml:mi mathvariant="italic">ζ</mml:mi></mml:math></inline-formula> was chosen by trial and error to be
0.66 day<inline-formula><mml:math id="M50" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>. The maximum adjustment allowed per calibration time step was
100 m day<inline-formula><mml:math id="M51" 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>. This calibration was run nine times, at intervals of 10 %
of the standard model runtime (see Sect. 3.4).
This procedure was only used in the case where ample ground-observed
water level data were available for this study (Canterbury and Waipa; see
Sects. <xref ref-type="sec" rid="Ch1.S4.SS2"/> and <xref ref-type="sec" rid="Ch1.S4.SS3"/>,
respectively). Before calibration, the ground-observed water level point data
were gridded to an interpolated surface within the area containing ground observations.</p>
</sec>
<sec id="Ch1.S3.SS3.SSS3">
  <?xmltex \opttitle{Estimation of~$K$ over depth}?><title>Estimation of <inline-formula><mml:math id="M52" display="inline"><mml:mi>K</mml:mi></mml:math></inline-formula> over depth</title>
      <p id="d1e1128">Near-surface <inline-formula><mml:math id="M53" display="inline"><mml:mi>K</mml:mi></mml:math></inline-formula> was assumed to be represented by the QMAP-derived near-surface <inline-formula><mml:math id="M54" display="inline"><mml:mi>K</mml:mi></mml:math></inline-formula>
(Fig. <xref ref-type="fig" rid="Ch1.F3"/>). Deeper than 10 m, an exponential decrease of
hydraulic conductivity over depth was assumed, similar to Eq. (<xref ref-type="disp-formula" rid="App1.Ch1.E1"/>).
As cell resolution of the NWT model is 200 m, the
calibration constants used in this exponential decrease (<inline-formula><mml:math id="M55" display="inline"><mml:mi>a</mml:mi></mml:math></inline-formula>, <inline-formula><mml:math id="M56" display="inline"><mml:mi>b</mml:mi></mml:math></inline-formula>, and
<inline-formula><mml:math id="M57" display="inline"><mml:mrow><mml:msub><mml:mi>f</mml:mi><mml:mi mathvariant="normal">min</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>; see Appendix, Eq. <xref ref-type="disp-formula" rid="App1.Ch1.E2"/>) were set equal to an
earlier-developed 200 m resolution and locally calibrated EWT model in the
Amazon Basin <xref ref-type="bibr" rid="bib1.bibx11" id="paren.38"/>.</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F3"><caption><p id="d1e1182">Hydraulic conductivity estimates for near-surface geology across New
Zealand.</p></caption>
            <?xmltex \igopts{width=236.157874pt}?><graphic xlink:href="https://hess.copernicus.org/articles/22/6449/2018/hess-22-6449-2018-f03.png"/>

          </fig>

</sec>
</sec>
<sec id="Ch1.S3.SS4">
  <title>Model resolution, initial conditions, and convergence criteria</title>
      <p id="d1e1199">The model grid cell size was chosen as 200 m, in the New Zealand Transverse
Mercator (NZTM) coordinate system.<?pagebreak page6453?> All input data were gridded at this cell
size, either by averaging (if the cell size of the original input data was
smaller than the model grid cell size) or by its nearest value (if cell size
of the original input data was larger than the model grid cell size).
Locally, the model was run at different spatial resolutions for the sake of
more in-depth research on model behaviour (see Sect. <xref ref-type="sec" rid="Ch1.S4.SS3"/>).</p>
      <p id="d1e1204">Initial estimates of water table depth depth and elevation for the NWT model
were set equal to the EWT water table depth and elevation, i.e. the results
of the EWT model.</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F4"><caption><p id="d1e1209">NWT water table depth in New Zealand.</p></caption>
          <?xmltex \igopts{width=236.157874pt}?><graphic xlink:href="https://hess.copernicus.org/articles/22/6449/2018/hess-22-6449-2018-f04.png"/>

        </fig>

      <p id="d1e1218">The model was run with a standard model runtime of 36 525 iterations, i.e.
the equivalent of 100 years in daily time steps. The EWT method had a
convergence criterion, where the iterative calculation stops when the water
table reaches an equilibrium, i.e. when lateral groundwater flow equals
recharge for every model cell. This criterion has been changed in the NWT
method; the model currently runs for no longer than 36 525 iterations.
Appendix <xref ref-type="sec" rid="App1.Ch1.S2"/> explains that convergence tests
showed that running for longer improves model convergence but does not
necessarily lead to better results, because most of the changes with
increased runtime occur in shallow-water features, which in reality are
mostly drained through artificial drainage, i.e. by humans. Additionally,
feeding in recharge that contains uncertainty causes the equilibrium to
probably never be reached.</p>
      <p id="d1e1224">All model runs in this study were performed on one core of an Intel Core
i7-6700 CPU @ 3.40 GHz with memory (RAM) of 32.0 GB.</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F5"><caption><p id="d1e1229">NWT water table elevation in New Zealand.</p></caption>
          <?xmltex \igopts{width=236.157874pt}?><graphic xlink:href="https://hess.copernicus.org/articles/22/6449/2018/hess-22-6449-2018-f05.png"/>

        </fig>

<?xmltex \hack{\newpage}?>
</sec>
</sec>
<?pagebreak page6454?><sec id="Ch1.S4">
  <title>Results</title>
<sec id="Ch1.S4.SS1">
  <title>National water table maps</title>
      <p id="d1e1252">National maps of NWT water table depth (Fig. <xref ref-type="fig" rid="Ch1.F4"/>) and water
table elevation (Fig. <xref ref-type="fig" rid="Ch1.F5"/>) show that water table depth is
relatively deep in higher mountainous regions, but water table elevation
clearly follows the terrain elevation. The NWT water table depths show the
locations of the main alluvial aquifers, similar to the EWT model. The NWT
water table depth clearly follows the aquifer delineations of
<xref ref-type="bibr" rid="bib1.bibx56" id="text.39"/>, e.g. in the Canterbury Plains and Heretaunga
Plains (Fig. <xref ref-type="fig" rid="Ch1.F6"/>), and is detailed enough
to possibly improve this delineation in some areas. The finer detail in the
NWT model results in a more realistic local variation of water table,
compared to the EWT model results (Fig. <xref ref-type="fig" rid="Ch1.F1"/>). Many very
small shallow-water-table features are found in between areas where water
tables are deeper. These features resemble stream valleys, as the more
detailed terrain model allows the model to discharge more water to the
surface in these valleys. The finer spatial detail is best appreciated when
zooming in to smaller regions. Therefore, evaluation analyses are described
for two regional case studies (Canterbury region, Sect. <xref ref-type="sec" rid="Ch1.S4.SS2"/>;
Waipa River catchment, Sect. <xref ref-type="sec" rid="Ch1.S4.SS3"/>).</p>
</sec>
<sec id="Ch1.S4.SS2">
  <title>Evaluation of NWT water table in the Canterbury region</title>
      <p id="d1e1277">The Canterbury Plains is New Zealand's largest alluvial aquifer system.
Nationwide, regional groundwater allocation is largest in the Canterbury
region <xref ref-type="bibr" rid="bib1.bibx36" id="paren.40"/>, with the majority of groundwater use
in the plains. Surface geology in the Canterbury region is dominated by
metamorphic rock and floodplains (Fig. <xref ref-type="fig" rid="Ch1.F7"/>).
Metamorphic rock includes a large area of greywacke that forms much of the
Southern Alps. Aquifers in the higher plains are mostly unconfined; in the
lower plains they are typically confined and supply groundwater to extensive
networks of spring-fed streams around Lake Ellesmere and the city of Christchurch.
These confining conditions are due, in part, to the occurrence of marine
sediments deposited near the current coast during interglacial periods.
However, the pattern of groundwater flow is not influenced by any extensive,
low-permeability layers of sediment within the upper 100 to 150 m below the
water table <xref ref-type="bibr" rid="bib1.bibx24" id="paren.41"/>. Therefore, application of the NWT (and
EWT) methods, which assume unconfined aquifers, is justified in the Canterbury Plains.</p>
      <p id="d1e1288">Groundwater level observations from 3286 wells in Canterbury, acquired from 1894
to 2013 (Kelly Palmer, personal communication, 2013), have been used in this research.
Most of these wells are located in the Canterbury Plains. It is assumed that
these observations represent the water table and can thus be compared to NWT
water table depth and water table elevation. All groundwater level
observations were carefully quality-checked <xref ref-type="bibr" rid="bib1.bibx52" id="paren.42"><named-content content-type="pre">as described in</named-content></xref>.
NWT water table depth and elevation
covering the locations of these wells were sampled from both the NWT and EWT
datasets. Median observed groundwater level for all wells was calculated.
From here on, these will be referred to as “ground-observed water
level”. The national Geographx elevation model was used for conversion of
groundwater depth to groundwater elevation.</p>

<?xmltex \floatpos{t}?><table-wrap id="Ch1.T2"><caption><p id="d1e1299">Absolute differences between ground-observed and modelled water table
depths (<inline-formula><mml:math id="M58" display="inline"><mml:mi mathvariant="normal">Δ</mml:mi></mml:math></inline-formula>) and their percentage of occurrence in the Canterbury region
for the NWT and EWT model.</p></caption><oasis:table frame="topbot"><oasis:tgroup cols="3">
     <oasis:colspec colnum="1" colname="col1" align="left"/>
     <oasis:colspec colnum="2" colname="col2" align="right"/>
     <oasis:colspec colnum="3" colname="col3" align="right"/>
     <oasis:thead>
       <oasis:row>
         <oasis:entry colname="col1"><inline-formula><mml:math id="M59" display="inline"><mml:mi mathvariant="normal">Δ</mml:mi></mml:math></inline-formula></oasis:entry>
         <oasis:entry colname="col2">NWT</oasis:entry>
         <oasis:entry colname="col3">EWT</oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">
         <oasis:entry colname="col1"/>
         <oasis:entry colname="col2">(%)</oasis:entry>
         <oasis:entry colname="col3">(%)</oasis:entry>
       </oasis:row>
     </oasis:thead>
     <oasis:tbody>
       <oasis:row>
         <oasis:entry colname="col1"><inline-formula><mml:math id="M60" display="inline"><mml:mrow><mml:mo>&lt;</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:math></inline-formula> m</oasis:entry>
         <oasis:entry colname="col2">24</oasis:entry>
         <oasis:entry colname="col3">13</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1"><inline-formula><mml:math id="M61" display="inline"><mml:mrow><mml:mo>&lt;</mml:mo><mml:mn mathvariant="normal">3</mml:mn></mml:mrow></mml:math></inline-formula> m</oasis:entry>
         <oasis:entry colname="col2">53</oasis:entry>
         <oasis:entry colname="col3">42</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1"><inline-formula><mml:math id="M62" display="inline"><mml:mrow><mml:mo>&gt;</mml:mo><mml:mn mathvariant="normal">50</mml:mn></mml:mrow></mml:math></inline-formula> m</oasis:entry>
         <oasis:entry colname="col2">3.4</oasis:entry>
         <oasis:entry colname="col3">6.0</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1"><inline-formula><mml:math id="M63" display="inline"><mml:mrow><mml:mo>&gt;</mml:mo><mml:mn mathvariant="normal">100</mml:mn></mml:mrow></mml:math></inline-formula> m</oasis:entry>
         <oasis:entry colname="col2">0.18</oasis:entry>
         <oasis:entry colname="col3">1.2</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1"><inline-formula><mml:math id="M64" display="inline"><mml:mrow><mml:mo>&gt;</mml:mo><mml:mn mathvariant="normal">150</mml:mn></mml:mrow></mml:math></inline-formula> m</oasis:entry>
         <oasis:entry colname="col2">0.03</oasis:entry>
         <oasis:entry colname="col3">0.05</oasis:entry>
       </oasis:row>
     </oasis:tbody>
   </oasis:tgroup></oasis:table></table-wrap>

      <p id="d1e1459">NWT water table depths are similar to ground-observed water depth: for
example, 24 % and 53 % of NWT water table depths are within 1 and 3 m from
ground-observed water depth, respectively (Table <xref ref-type="table" rid="Ch1.T2"/>).
This is an improvement to the EWT water table depths, where this was 13 %
and 42 %, respectively. Also, the NWT model shows significantly fewer large
discrepancies than the EWT model. For example, 3.4 %, 0.18 %, and 0.03 % of
the NWT water table depths differed by more than 50, 100, and 150 m,
respectively, from the ground-observed water depth. For the EWT water table
depths, these statistics were 6 %, 1.2 %, and 0.05 %.</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F6" specific-use="star"><caption><p id="d1e1467">NWT water table depth and aquifer boundaries of <xref ref-type="bibr" rid="bib1.bibx56" id="text.43"/> (white
lines).</p></caption>
          <?xmltex \igopts{width=497.923228pt}?><graphic xlink:href="https://hess.copernicus.org/articles/22/6449/2018/hess-22-6449-2018-f06.png"/>

        </fig>

      <?pagebreak page6455?><p id="d1e1479">Correlation of NWT water table elevation with ground-observed water level
(m a.s.l.) is high (<inline-formula><mml:math id="M65" display="inline"><mml:mrow><mml:mi>R</mml:mi><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0.99</mml:mn></mml:mrow></mml:math></inline-formula>, Fig. <xref ref-type="fig" rid="Ch1.F8"/>, right) but does
show local differences, which are shown more clearly in the crossplot of
water table depth (Fig. <xref ref-type="fig" rid="Ch1.F8"/>, left).
<xref ref-type="bibr" rid="bib1.bibx52" id="normal.44"/> showed that evaluation of the EWT model
revealed higher discrepancies in the same area (i.e. the area between the
Ashburton and Rakaia rivers, Figs. <xref ref-type="fig" rid="Ch1.F9"/>
and <xref ref-type="fig" rid="Ch1.F10"/>). Although the discrepancies are smaller for
the NWT model than for the EWT model in these areas, they occur at the same
locations. Possible explanations for these discrepancies are considered in Sect. <xref ref-type="sec" rid="Ch1.S5"/>.</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F7" specific-use="star"><caption><p id="d1e1510">Hydrogeological setting of the Canterbury region <xref ref-type="bibr" rid="bib1.bibx5" id="paren.45"><named-content content-type="pre">adapted
from</named-content></xref>.</p></caption>
          <?xmltex \igopts{width=398.338583pt}?><graphic xlink:href="https://hess.copernicus.org/articles/22/6449/2018/hess-22-6449-2018-f07.png"/>

          <?xmltex \hack{\vspace*{3mm}}?>
        </fig>

</sec>
<sec id="Ch1.S4.SS3">
  <title>Evaluation of NWT water table in the Waipa River catchment</title>
      <p id="d1e1532">The Waipa River is a tributary of the Waikato River, in the Waikato region of
New Zealand (Fig. <xref ref-type="fig" rid="Ch1.F11"/>), with a catchment size of
approximately 300 000 ha. Increasing agricultural land use and deforestation,
mainly in the low-lying Hamilton Basin, could potentially result in the
deterioration of water quality in the Waipa River catchment, according to
<xref ref-type="bibr" rid="bib1.bibx37" id="text.46"/>, who performed a review on existing information
in the catchment. They calculated a map of water table elevation using
observed groundwater elevation from 758 wells located in the catchment.
However, these observations are sparse because, temporally, data mostly
consist of few measurements and, spatially, data are concentrated more in
some areas than others; i.e. most wells are located in the Hamilton Basin.
The NWT model can thus provide a better spatial insight into the water table in
the catchment, provided that they correlate well enough with the ground observations.</p>
      <p id="d1e1540">NWT water table depths clearly demonstrate the location of shallow water
tables in the low-lying basin area (Fig. <xref ref-type="fig" rid="Ch1.F13"/>, left).
The spatial pattern of NWT water table elevation is a good visual
match to the interpolated ground-observed water table elevation
(Fig. <xref ref-type="fig" rid="Ch1.F12"/>). In addition, the NWT map shows more
detail than the interpolated ground-observed surface and calculates water
table depth at many places where there are no ground observations. Because of
its higher resolution, the NWT also shows more detail than the much coarser
EWT water table (Fig. <xref ref-type="fig" rid="Ch1.F13"/>).</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F8" specific-use="star"><caption><p id="d1e1551">Correlation of NWT water table depth and water table elevation with
ground observations in the Canterbury region. The dashed line is the <inline-formula><mml:math id="M66" display="inline"><mml:mrow><mml:mn mathvariant="normal">1</mml:mn><mml:mo>:</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:math></inline-formula>
relation.</p></caption>
          <?xmltex \igopts{width=341.433071pt}?><graphic xlink:href="https://hess.copernicus.org/articles/22/6449/2018/hess-22-6449-2018-f08.png"/>

          <?xmltex \hack{\vspace*{3mm}}?>
        </fig>

      <p id="d1e1574">Because of the availability of a lidar terrain model for this study,
statistics were collected for a multitude of model runs using different
terrain models with different resolutions (100 m, 200 m, 500 m, 1 km). The
effect of calibration towards the ground observations was also taken into
account. Table <xref ref-type="table" rid="Ch1.T3"/> shows that correlation
with ground observations improves with higher model resolution. Calibration
towards hydraulic conductivity, albeit a simple implementation, improves the
correlation of the modelled water table with ground-observed water level
model output. Inclusion of the lidar DEM does not significantly improve the
results of the uncalibrated run, but it does improve calibrated model runs. For
the best model run (lidar DEM, 100 m resolution, calibrated), correlation of
model results to ground-observed data was <inline-formula><mml:math id="M67" display="inline"><mml:mrow><mml:mi>R</mml:mi><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0.41</mml:mn></mml:mrow></mml:math></inline-formula> and <inline-formula><mml:math id="M68" display="inline"><mml:mrow><mml:mi>R</mml:mi><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0.97</mml:mn></mml:mrow></mml:math></inline-formula> for water table
depth and water table elevation, respectively (Fig. <xref ref-type="fig" rid="Ch1.F14"/>).</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F9" specific-use="star"><caption><p id="d1e1608">Water table depth of the <bold>(a)</bold> NWT and <bold>(b)</bold> EWT
models in the Canterbury region.</p></caption>
          <?xmltex \igopts{width=455.244094pt}?><graphic xlink:href="https://hess.copernicus.org/articles/22/6449/2018/hess-22-6449-2018-f09.png"/>

        </fig>

      <p id="d1e1623">Correlation of both runs is much higher than that of the EWT model (<inline-formula><mml:math id="M69" display="inline"><mml:mrow><mml:mi>R</mml:mi><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0.1</mml:mn></mml:mrow></mml:math></inline-formula>
and <inline-formula><mml:math id="M70" display="inline"><mml:mrow><mml:mi>R</mml:mi><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0.91</mml:mn></mml:mrow></mml:math></inline-formula>, Fig. <xref ref-type="fig" rid="Ch1.F15"/>). Water table depth shows
significantly lower correlation than water table elevation, as was also the
case in the evaluation in the Canterbury region. The Discussion section
describes possible causes for these differences.</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F10" specific-use="star"><caption><p id="d1e1654">Correlation of EWT water table depth and water table elevation with
ground observations in the Canterbury region. The dashed line is the <inline-formula><mml:math id="M71" display="inline"><mml:mrow><mml:mn mathvariant="normal">1</mml:mn><mml:mo>:</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:math></inline-formula>
relation.</p></caption>
          <?xmltex \igopts{width=341.433071pt}?><graphic xlink:href="https://hess.copernicus.org/articles/22/6449/2018/hess-22-6449-2018-f10.png"/>

        </fig>

      <?xmltex \floatpos{t}?><fig id="Ch1.F11"><caption><p id="d1e1677">Waipa River catchment, Waikato region, New Zealand. The study area
is shown in red. The low-lying Hamilton Basin is shown in black
<xref ref-type="bibr" rid="bib1.bibx37" id="paren.47"><named-content content-type="post">their Fig. 1.2</named-content></xref>.</p></caption>
          <?xmltex \igopts{width=236.157874pt}?><graphic xlink:href="https://hess.copernicus.org/articles/22/6449/2018/hess-22-6449-2018-f11.png"/>

        </fig>

</sec>
<sec id="Ch1.S4.SS4">
  <title>Sensitivity of the water table depth to recharge and hydraulic conductivity</title>
      <?pagebreak page6457?><p id="d1e1697">A total of 35 (uncalibrated) model runs for the NWT model at the national
scale were performed, where the value of recharge and <inline-formula><mml:math id="M72" display="inline"><mml:mi>K</mml:mi></mml:math></inline-formula> model input were
weighted. Weighting values for recharge (<inline-formula><mml:math id="M73" display="inline"><mml:mrow><mml:msub><mml:mi>W</mml:mi><mml:mi mathvariant="normal">r</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>) were in between 0.8 and 1.2
(because the nominal uncertainty of recharge of New Zealand's aquifers is
less than 20 %; <xref ref-type="bibr" rid="bib1.bibx54" id="altparen.48"/>). Weighting values
for <inline-formula><mml:math id="M74" display="inline"><mml:mi>K</mml:mi></mml:math></inline-formula> (<inline-formula><mml:math id="M75" display="inline"><mml:mrow><mml:msub><mml:mi>W</mml:mi><mml:mi mathvariant="normal">K</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>) were chosen to follow a logarithmic distribution, i.e. in between
0.1 (10 %) and 10 (1000 %). Results are shown in Fig. <xref ref-type="fig" rid="Ch1.F16"/>.
The average water table is sensitive both to
recharge (an increase in recharge results in an increase in average water
table depth) and to <inline-formula><mml:math id="M76" display="inline"><mml:mi>K</mml:mi></mml:math></inline-formula> (a decrease in <inline-formula><mml:math id="M77" display="inline"><mml:mi>K</mml:mi></mml:math></inline-formula> results in a increase in average water
table depth). Spatial plots of two runs (Fig. <xref ref-type="fig" rid="Ch1.F17"/>,
all 35 model results shown in the Supplement) show that
most changes are taking place in the the foothills of aquifer areas.</p>
</sec>
</sec>
<sec id="Ch1.S5">
  <title>Discussion</title>
      <p id="d1e1766">The NWT model estimates water table depth and water table elevation with
200 m grid resolution at the national scale. Model equations are based on the
global-scale EWT model, with adjusted model parametrisation and national
input datasets. Because of these improvements, NWT-derived water table depths
show the areas of alluvial aquifers, including their variations, with higher
spatial resolution than the EWT model. The NWT water table elevation shows
significantly better correlation with ground-observed water level data than
EWT model results. The NWT model is currently the only dedicated
high-resolution nationwide groundwater model for New Zealand, and it is able
to estimate the water table at places where there are no ground observations.
In addition, it shows more detail than most other interpolated water table
surfaces and the EWT model results.</p>
      <p id="d1e1769">The NWT model includes all catchments of the mainland of New Zealand. Because
water is primarily regulated at the regional level, regional models can show
different results<?pagebreak page6458?> (e.g. groundwater catchment delineation) at regional
boundaries. These inconsistencies can lead to trans-boundary issues, such as
catchment boundary definition and source protection. A fundamental role of
groundwater science is to identify and characterise groundwater catchments of
water supplies. Better delineation of groundwater catchments is therefore
essential for source protection. Source protection is clearly an important
issue associated with the prevention of waterborne diseases, and a national
environmental standard for source protection, including groundwater, has been
proposed for New Zealand <xref ref-type="bibr" rid="bib1.bibx32 bib1.bibx34" id="paren.49"/>. Where
two regional groundwater models show different results, the NWT model can be
used as a “third” model to help solve those inconsistencies. This makes the
NWT model relevant to solving trans-boundary issues and to assisting in provision
of nationally consistent groundwater data.</p>
      <p id="d1e1775">The advantage of the NWT model, compared to catchment-scale groundwater flow
models, is that its simple algorithm makes computation of the water table
across all catchments relatively fast. The NWT model can therefore provide
useful preliminary water table information for catchment-scale numerical
groundwater flow models, in both data-sparse and data-rich regions.
Furthermore, the NWT model inputs can provide other initial estimates that
are useful to other models. For example, data of hydraulic conductivity and
recharge are also nationwide.</p>
      <p id="d1e1778"><?xmltex \hack{\newpage}?>The disadvantage of simplifying assumptions in the NWT model is that more
complex groundwater features are not handled well. Currently, the model does
not include confining layers reliably, nor does it incorporate
fractures and groundwater age. This is mostly due to the simplifying
assumption of <inline-formula><mml:math id="M78" display="inline"><mml:mi>K</mml:mi></mml:math></inline-formula> over depth. The assumption of a decrease of <inline-formula><mml:math id="M79" display="inline"><mml:mi>K</mml:mi></mml:math></inline-formula> with depth is
based on unconfined water movement. Water table depth therefore does not
necessarily equal groundwater level in confined aquifers, as the confining
layer holds the water under higher pressure at greater depths than the
modelled water table depth. The model calculates one water level in this
case, i.e. the unconfined groundwater level. In the case of artesian water
(i.e. a water table elevation higher than the ground surface) the NWT
discharges all water above the ground surface. NWT water table elevation can
thus not show artesian water table elevation as the water table is set at the
ground surface. Finally, the calibration module of <inline-formula><mml:math id="M80" display="inline"><mml:mi>K</mml:mi></mml:math></inline-formula> (see Sect. 3.3.2)
was shown to yield better groundwater table
elevations in the case studies of Canterbury and Waipa. It was chosen not to
further refine this coarse calibration (e.g. by testing <inline-formula><mml:math id="M81" display="inline"><mml:mi>K</mml:mi></mml:math></inline-formula> calibration in the
log domain or by calibrating more often than only once per 10 years). That is
mainly because, in such cases, more advanced local groundwater flow models,
including better calibration options, might be preferable. These models could
then still be constrained with initial estimates of NWT water tables,
hydraulic conductivities, and recharge in data-sparse areas.</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F12"><caption><p id="d1e1813"><bold>(a)</bold> NWT water table elevation and <bold>(b)</bold> the
interpolated surface of water table elevation from ground observation in the
Waipa catchment <xref ref-type="bibr" rid="bib1.bibx37" id="paren.50"/>. All elevations are in m a.s.l.
Ground observations used for the interpolated surface are shown in black
dots.</p></caption>
        <?xmltex \igopts{width=236.157874pt}?><graphic xlink:href="https://hess.copernicus.org/articles/22/6449/2018/hess-22-6449-2018-f12.png"/>

      </fig>

      <?xmltex \floatpos{t}?><fig id="Ch1.F13" specific-use="star"><caption><p id="d1e1832">Water table depth of the <bold>(a)</bold> NWT and <bold>(b)</bold> EWT
models in the Waipa River catchment.</p></caption>
        <?xmltex \igopts{width=398.338583pt}?><graphic xlink:href="https://hess.copernicus.org/articles/22/6449/2018/hess-22-6449-2018-f13.png"/>

      </fig>

      <?xmltex \floatpos{t}?><fig id="Ch1.F14" specific-use="star"><caption><p id="d1e1849">Correlation of NWT water table depth (100 m lidar DEM, calibrated
to ground observations) and water table elevation with ground observations in
the Waipa River catchment. The dashed line is the <inline-formula><mml:math id="M82" display="inline"><mml:mrow><mml:mn mathvariant="normal">1</mml:mn><mml:mo>:</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:math></inline-formula>
relation.</p></caption>
        <?xmltex \igopts{width=341.433071pt}?><graphic xlink:href="https://hess.copernicus.org/articles/22/6449/2018/hess-22-6449-2018-f14.png"/>

      </fig>

      <p id="d1e1870">As with all groundwater models, the NWT and EWT models are sensitive to input
parameters of terrain, recharge and hydraulic conductivity. We have shown
that model correlation with ground-observed information improves with
model resolution (because rivers are better resolved; see earlier in the
Discussion section). Additionally, we have shown that a better-quality terrain model
improves results, but only if the model is calibrated. Finally, sensitivity
analyses in this study<?pagebreak page6459?> have quantified the sensitivity of the water table to
recharge and <inline-formula><mml:math id="M83" display="inline"><mml:mi>K</mml:mi></mml:math></inline-formula> (i.e. the water table increases with increasing recharge and
with decreasing <inline-formula><mml:math id="M84" display="inline"><mml:mi>K</mml:mi></mml:math></inline-formula>), where sensitivity is highest in the foothills and more
elevated aquifer areas. Further study is recommended on using the results of
our model tests to further develop a NWT model calibration which includes
these findings and is better suited to multiple model input parameters.
However, in doing that, we should be careful to avoid too many time-consuming
(e.g. Monte Carlo and calibration) runs. After all, we are after a model
that remains relatively simple, i.e. bridges the gap between global-scale and
local-scale models. Furthermore, calibration and validation studies with a
model that is sensitive in the foothills might not necessarily show improved
validation, because validation data in the foothills are scarce. More
in-depth calibration and validation studies are therefore recommended that
use the findings of this study; these might then also best be done by more
advanced local numerical flow models.</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F15" specific-use="star"><caption><p id="d1e1890">Correlation of EWT water table depth and water table elevation with
ground observations in the Waipa River catchment. The dashed line is the
<inline-formula><mml:math id="M85" display="inline"><mml:mrow><mml:mn mathvariant="normal">1</mml:mn><mml:mo>:</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:math></inline-formula> relation.</p></caption>
        <?xmltex \igopts{width=341.433071pt}?><graphic xlink:href="https://hess.copernicus.org/articles/22/6449/2018/hess-22-6449-2018-f15.png"/>

      </fig>

      <?xmltex \floatpos{t}?><fig id="Ch1.F16" specific-use="star"><caption><p id="d1e1913">Mean water table difference plot for 35 model runs, with varying
weights for recharge (<inline-formula><mml:math id="M86" display="inline"><mml:mrow><mml:msub><mml:mi>W</mml:mi><mml:mi mathvariant="normal">r</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>) and <inline-formula><mml:math id="M87" display="inline"><mml:mi>K</mml:mi></mml:math></inline-formula> (<inline-formula><mml:math id="M88" display="inline"><mml:mrow><mml:msub><mml:mi>W</mml:mi><mml:mi mathvariant="normal">K</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>). Difference is
compared to the reference run of <inline-formula><mml:math id="M89" display="inline"><mml:mrow><mml:msub><mml:mi>W</mml:mi><mml:mi mathvariant="normal">r</mml:mi></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:math></inline-formula> and <inline-formula><mml:math id="M90" display="inline"><mml:mrow><mml:msub><mml:mi>W</mml:mi><mml:mi mathvariant="normal">K</mml:mi></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:math></inline-formula>.</p></caption>
        <?xmltex \igopts{width=284.527559pt}?><graphic xlink:href="https://hess.copernicus.org/articles/22/6449/2018/hess-22-6449-2018-f16.png"/>

      </fig>

      <p id="d1e1981">Both the NWT and the EWT have a simplified representation of gaining and
losing reaches. First, we address the simplifying assumptions about gaining reaches. The EWT and NWT models have a hydraulic-gradient-dependent
interaction: if the water reaches the surface, it flows out of the system.
That pattern follows the elevation, and thus it follows the rivers. Hence,
through the model one will easily spot the rivers when looking at this
outflow, showing the groundwater table equal to the surface elevation. The
underlying assumption in the model is that rivers are resolved in the grid used
for integration. This also explains why calculations done at high resolution
lead to better results and have better correlation with ground-observations.
The NWT model thus is an improvement of the EWT model, since its resolution
is higher than the original global 30 arcsec grid. However, at about 200 m
resolution rivers are still not resolved well enough, and we recommend running
the model with even higher resolution. However, before doing that, we need an
optimised set of model conditions, such as the balance between required
(smaller) model time steps and computational effort. Bearing in mind the
strength of fast and simplistic models, we should then also consider that
this might better be done by more advanced local numerical models. Second, we
address the simplifying assumptions about losing reaches. Losing rivers are only
simulated by the model assuming that this is recharge; i.e. additional
recharge from river runoff is not taken into account. If data were available
on where rivers are losing, this could be implemented. However, New Zealand
has no comprehensive nationwide datasets of losing (or gaining) reaches.
Many advanced numerical groundwater models also still have difficulty in
implementing gaining and losing river reaches, because of the numerical
complexity and<?pagebreak page6461?> computational effort required to do so and the lack of
information on losing and gaining reaches.</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F17" specific-use="star"><caption><p id="d1e1986">Output of two models runs with different weights for
recharge (<inline-formula><mml:math id="M91" display="inline"><mml:mrow><mml:msub><mml:mi>W</mml:mi><mml:mi mathvariant="normal">r</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>) and <inline-formula><mml:math id="M92" display="inline"><mml:mi>K</mml:mi></mml:math></inline-formula> (<inline-formula><mml:math id="M93" display="inline"><mml:mrow><mml:msub><mml:mi>W</mml:mi><mml:mi mathvariant="normal">K</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>).</p></caption>
        <?xmltex \igopts{width=398.338583pt}?><graphic xlink:href="https://hess.copernicus.org/articles/22/6449/2018/hess-22-6449-2018-f17.png"/>

      </fig>

      <p id="d1e2024">Water table depths showed lower correlation with ground observations than water
table elevation in the Canterbury and Waipa examples. That is mainly because
small inaccuracies of water table depth are much more significant than water
table elevations at shallow water tables. For example, in an area that lies
100 m a.s.l., the water table depth error could be highly
significant (e.g. <inline-formula><mml:math id="M94" display="inline"><mml:mrow><mml:mn mathvariant="normal">2</mml:mn><mml:mo>±</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:math></inline-formula> m b.g.l.), where the difference in water table
elevation is much less significant (e.g. <inline-formula><mml:math id="M95" display="inline"><mml:mrow><mml:mn mathvariant="normal">98</mml:mn><mml:mo>±</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:math></inline-formula> m a.s.l.). The most likely
candidate for the cause of such inaccuracies is the uncertainty of the
terrain model. For example, <xref ref-type="bibr" rid="bib1.bibx40" id="text.51"/> concluded that the
SRTM data, on which the national terrain model is partly based, can have
average absolute height errors of more than 10 m. Comparison of the lidar
terrain model in the Waipa evaluation with the national terrain model showed
a median absolute difference of 9 m (for areas below 20 m a.s.l., the difference
was 4 m). Correlation of water table elevation data is less dependent on the
inaccuracy of the terrain models used. However, correlation plots of water
table depth proved useful in this study, as they monitored the improvements
of model runs by fine-tuning input parametrisation. For example, in the Waipa
River catchment correlation of water table depth with ground observations
significantly improved when the lidar terrain model was used
(Table <xref ref-type="table" rid="Ch1.T3"/>). In both the Canterbury region and Waipa River
catchment we used water table depth correlation with test improvement of the
calibration for <inline-formula><mml:math id="M96" display="inline"><mml:mi>K</mml:mi></mml:math></inline-formula>.</p>
      <p id="d1e2064">The abovementioned lower correlation with water table depth is amplified by the
fact that the model still does not incorporate human pumping or draining;
i.e. it still has a bias towards shallow water tables (although less than
the EWT due to improvement in model resolution and <inline-formula><mml:math id="M97" display="inline"><mml:mi>K</mml:mi></mml:math></inline-formula>). With very high
resolution input data of terrain, which would include these small but
important drainage features, this issue would be better resolved, as
groundwater discharge would be better resolved. However, this bias of the shallow
water table is also a correct indicator of the fact that many of these
shallow-water-table areas used to be wetlands: approximately 90 % of
wetlands have been lost since European settlement in New Zealand
<xref ref-type="bibr" rid="bib1.bibx42" id="paren.52"/>, mostly due to drainage for agriculture.</p>

<?xmltex \floatpos{t}?><table-wrap id="Ch1.T3"><caption><p id="d1e2080">Statistics on different model runs in the Waipa River catchment.
RMSE stands for root mean square error.</p></caption><oasis:table frame="topbot"><?xmltex \begin{scaleboxenv}{.95}[.95]?><oasis:tgroup cols="5">
     <oasis:colspec colnum="1" colname="col1" align="left"/>
     <oasis:colspec colnum="2" colname="col2" align="right"/>
     <oasis:colspec colnum="3" colname="col3" align="center"/>
     <oasis:colspec colnum="4" colname="col4" align="center"/>
     <oasis:colspec colnum="5" colname="col5" align="center"/>
     <oasis:thead>
       <oasis:row>
         <oasis:entry colname="col1">Description</oasis:entry>
         <oasis:entry colname="col2">Runtime</oasis:entry>
         <oasis:entry colname="col3"><inline-formula><mml:math id="M98" display="inline"><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mrow><mml:mi mathvariant="normal">m</mml:mi><mml:mspace width="0.125em" linebreak="nobreak"/><mml:mi mathvariant="normal">b</mml:mi><mml:mo>.</mml:mo><mml:mi mathvariant="normal">g</mml:mi><mml:mo>.</mml:mo><mml:mi mathvariant="normal">l</mml:mi><mml:mo>.</mml:mo></mml:mrow></mml:msub></mml:mrow></mml:math></inline-formula></oasis:entry>
         <oasis:entry colname="col4"><inline-formula><mml:math id="M99" display="inline"><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mrow><mml:mi mathvariant="normal">m</mml:mi><mml:mspace width="0.125em" linebreak="nobreak"/><mml:mi mathvariant="normal">a</mml:mi><mml:mo>.</mml:mo><mml:mi mathvariant="normal">s</mml:mi><mml:mo>.</mml:mo><mml:mi mathvariant="normal">l</mml:mi><mml:mo>.</mml:mo></mml:mrow></mml:msub></mml:mrow></mml:math></inline-formula></oasis:entry>
         <oasis:entry colname="col5">RMSE</oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">
         <oasis:entry colname="col1"/>
         <oasis:entry colname="col2">(s)</oasis:entry>
         <oasis:entry colname="col3">(–)</oasis:entry>
         <oasis:entry colname="col4">(–)</oasis:entry>
         <oasis:entry colname="col5">(m)</oasis:entry>
       </oasis:row>
     </oasis:thead>
     <oasis:tbody>
       <oasis:row rowsep="1">
         <oasis:entry colname="col1">EWT (1 km)</oasis:entry>
         <oasis:entry colname="col2">?</oasis:entry>
         <oasis:entry colname="col3">0.1</oasis:entry>
         <oasis:entry colname="col4">0.91</oasis:entry>
         <oasis:entry colname="col5">?</oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">
         <oasis:entry namest="col1" nameend="col5">Uncalibrated runs </oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1">100 m lidar</oasis:entry>
         <oasis:entry colname="col2">4114</oasis:entry>
         <oasis:entry colname="col3">0.01</oasis:entry>
         <oasis:entry colname="col4">0.94</oasis:entry>
         <oasis:entry colname="col5">15.2</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1">200 m lidar</oasis:entry>
         <oasis:entry colname="col2">883</oasis:entry>
         <oasis:entry colname="col3">0.02</oasis:entry>
         <oasis:entry colname="col4">0.89</oasis:entry>
         <oasis:entry colname="col5">20.1</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1">500 m lidar</oasis:entry>
         <oasis:entry colname="col2">171</oasis:entry>
         <oasis:entry colname="col3">0.03</oasis:entry>
         <oasis:entry colname="col4">0.92</oasis:entry>
         <oasis:entry colname="col5">16.6</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1">1000 m lidar</oasis:entry>
         <oasis:entry colname="col2">47</oasis:entry>
         <oasis:entry colname="col3">0.05</oasis:entry>
         <oasis:entry colname="col4">0.93</oasis:entry>
         <oasis:entry colname="col5">18.4</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1">100 m national DEM</oasis:entry>
         <oasis:entry colname="col2">4596</oasis:entry>
         <oasis:entry colname="col3">0.08</oasis:entry>
         <oasis:entry colname="col4">0.94</oasis:entry>
         <oasis:entry colname="col5">15.7</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1">200 m national DEM</oasis:entry>
         <oasis:entry colname="col2">1051</oasis:entry>
         <oasis:entry colname="col3">0.06</oasis:entry>
         <oasis:entry colname="col4">0.94</oasis:entry>
         <oasis:entry colname="col5">16.1</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1">500 m national DEM</oasis:entry>
         <oasis:entry colname="col2">177</oasis:entry>
         <oasis:entry colname="col3">0.03</oasis:entry>
         <oasis:entry colname="col4">0.93</oasis:entry>
         <oasis:entry colname="col5">17.5</oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">
         <oasis:entry colname="col1">1 km national DEM</oasis:entry>
         <oasis:entry colname="col2">49</oasis:entry>
         <oasis:entry colname="col3">0.12</oasis:entry>
         <oasis:entry colname="col4">0.87</oasis:entry>
         <oasis:entry colname="col5">22.2</oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">
         <oasis:entry namest="col1" nameend="col5">Calibrated runs </oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1">100 m lidar</oasis:entry>
         <oasis:entry colname="col2">4227</oasis:entry>
         <oasis:entry colname="col3">0.41</oasis:entry>
         <oasis:entry colname="col4">0.97</oasis:entry>
         <oasis:entry colname="col5">11.9</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1">200 m lidar</oasis:entry>
         <oasis:entry colname="col2">918</oasis:entry>
         <oasis:entry colname="col3">0.26</oasis:entry>
         <oasis:entry colname="col4">0.96</oasis:entry>
         <oasis:entry colname="col5">13.0</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1">500 m lidar</oasis:entry>
         <oasis:entry colname="col2">158</oasis:entry>
         <oasis:entry colname="col3">0.19</oasis:entry>
         <oasis:entry colname="col4">0.97</oasis:entry>
         <oasis:entry colname="col5">12.9</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1">1000 m lidar</oasis:entry>
         <oasis:entry colname="col2">44</oasis:entry>
         <oasis:entry colname="col3">0.13</oasis:entry>
         <oasis:entry colname="col4">0.94</oasis:entry>
         <oasis:entry colname="col5">14.2</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1">100 m national DEM</oasis:entry>
         <oasis:entry colname="col2">4629</oasis:entry>
         <oasis:entry colname="col3">0.28</oasis:entry>
         <oasis:entry colname="col4">0.96</oasis:entry>
         <oasis:entry colname="col5">13.4</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1">200 m national DEM</oasis:entry>
         <oasis:entry colname="col2">1077</oasis:entry>
         <oasis:entry colname="col3">0.23</oasis:entry>
         <oasis:entry colname="col4">0.95</oasis:entry>
         <oasis:entry colname="col5">14.1</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1">500 m national DEM</oasis:entry>
         <oasis:entry colname="col2">179</oasis:entry>
         <oasis:entry colname="col3">0.08</oasis:entry>
         <oasis:entry colname="col4">0.92</oasis:entry>
         <oasis:entry colname="col5">17.0</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1">1 km national DEM</oasis:entry>
         <oasis:entry colname="col2">50</oasis:entry>
         <oasis:entry colname="col3">0.16</oasis:entry>
         <oasis:entry colname="col4">0.90</oasis:entry>
         <oasis:entry colname="col5">18.4</oasis:entry>
       </oasis:row>
     </oasis:tbody>
   </oasis:tgroup><?xmltex \end{scaleboxenv}?></oasis:table></table-wrap>

      <p id="d1e2507">This research confirms that high-quality model input data, such as hydraulic
properties and accurate terrain models, are shown to be important to the
improvement of groundwater models. More accurate input data than used in the
NWT model exist in New Zealand. For example, high-resolution mapping of
near-surface geology has been achieved at the regional scale
<xref ref-type="bibr" rid="bib1.bibx53" id="paren.53"/> through Airborne Electromagnetic (AEM) geophysics, and some
regional terrain models are based on lidar data
<xref ref-type="bibr" rid="bib1.bibx50" id="paren.54"><named-content content-type="pre">e.g.</named-content></xref>. However, data acquisition and management of
those geophysical and terrain models are at the regional scale. There is no
comprehensive national-scale AEM- and lidar-based information as of yet. This
study therefore recommends continuing efforts of characterisation of these
model input data at the national scale.</p>
      <p id="d1e2518">Improvements of the NWT model can lead to improved insights of the
global-scale model approach. For example, the EWT model crucially requires
geology data to infer better water table estimates. The approach in this
study, i.e. using hydraulic permeability based on a method of
<xref ref-type="bibr" rid="bib1.bibx19" id="text.55"/>, was also used by
<xref ref-type="bibr" rid="bib1.bibx7" id="text.56"/> for the global scale. We recommend that
the EWT model approach also embed these improved input data and merge
other national-scale geological data from other countries. Furthermore, we
recommend that the findings of our sensitivity analyses and our calibration
of hydraulic conductivity at locations where water tables are well known
be used to further improve the global-scale EWT model.</p>
</sec>
<sec id="Ch1.S6" sec-type="conclusions">
  <title>Conclusions</title>
      <p id="d1e2533">The NWT model is a revised version of the global-scale EWT model that has
been improved for application in New Zealand. The NWT model gives an estimate
of water table depth and water table elevation with a 200 m grid resolution.
The NWT model uses slightly adjusted model parametrisation, but mostly
improved input datasets, amongst which are a national terrain model, a
national digital geological dataset, and a nationwide recharge dataset.</p>
      <p id="d1e2536">Because of the improvements, NWT water table depths show the areas of
alluvial aquifers, including their spatial<?pagebreak page6462?> variation of water table depths,
better and with higher spatial resolution than the EWT model. The NWT water
table elevation shows excellent correlation with ground-observed water level
data in the Canterbury region and Waipa River catchment. The NWT model
estimates the water table at places where there are no ground observations
and therefore shows more detail than other existing interpolated water table
surfaces. In terms of correlation and spatial resolution, the NWT model
outperforms the EWT model.</p>
      <p id="d1e2539">Because of its simplified character, the NWT model has the advantage of fast
calculation at the national scale. In fact, it is currently the only
nationwide groundwater model dedicated to New Zealand application. The NWT
water table, as well as its nationwide data components (e.g. recharge and
hydraulic conductivity), can be used as an initial estimate for more advanced
catchment-scale numerical groundwater flow models where data are sparse. In
addition, the NWT model might also be used to solve inconsistency of
different regional models at regional boundaries.</p>
      <p id="d1e2542">Sensitivity analyses at the national scale show that the NWT and EWT models
are most sensitive to recharge and hydraulic conductivity in the foothills of
aquifers. Calibration tests show that improved model resolution leads to
better results (i.e. higher correlation with ground observations) and that a
better-quality terrain model (i.e. lidar used in the Waipa local case study)
improves model results, but only if the model is calibrated.</p>
      <p id="d1e2546">Use of the NWT model parametrisation improvements could lead to the
improvement of the global-scale EWT model, for example in a better estimation
method of hydraulic conductivity. Also, the findings of our model tests and
sensitivity analyses might be extrapolated to the global EWT application. We
therefore recommend the findings of this study to be used for improvement of
the global-scale EWT model application.</p>
      <p id="d1e2549">The NWT model does not handle complex groundwater features well – i.e.
confining layers, fractures, and groundwater age – because the model contains
simplifying assumptions. Because we want the NWT model to remain a simplified
model, i.e. the model that bridges the gap between (too-)expensive advanced
local models and (too-)simple global-scale models (see Sect. 1), we
recommend that state-of-the-art numerical catchment-scale groundwater flow
models should be used in those circumstances if available.
However, the NWT model is still useful to provide initial model estimates
(i.e. water table, hydraulic conductivity, and recharge) to those more
advanced models.</p>
      <p id="d1e2552">The NWT model still has a bias towards shallow water tables, although less
than the EWT model because of the finer model resolution. This study shows
that improved input data of hydraulic conductivity (or calibration towards
it) further reduces this bias. However, this bias of shallow water table is
also a valuable indicator that correctly shows that many of the indicated
shallow-water-table areas used to be wetlands: approximately 90 % of
wetlands have been drained since European settlement in New Zealand, mostly
to develop agriculture.</p>
      <?pagebreak page6463?><p id="d1e2555"><?xmltex \hack{\newpage}?>Possible improvements of the NWT model are the use of better model input
components, such as a better terrain model, and improved model calibration.
Therefore, this study recommends further efforts in making available
high-quality nationwide geophysical, terrain, and water level data at the
national scale of New Zealand.</p><?xmltex \hack{\newpage}?>
</sec>

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

      <p id="d1e2564">The resulting water table data of this study are available for
the scientific community (NETCDF-CF1.6 format), through an open data licence
(CC BY-NC 4.0: <uri>https://creativecommons.org/licenses/by-nc/4.0/</uri>), by
contacting the corresponding author.</p>
  </notes><?xmltex \hack{\clearpage}?><app-group>

<?pagebreak page6464?><app id="App1.Ch1.S1">
  <title>Description of the EWT model</title>
      <p id="d1e2579">This section summarises the model description of the global-scale EWT model,
as described in <xref ref-type="bibr" rid="bib1.bibx15" id="text.57"/>.</p>
      <p id="d1e2585">The EWT model calculates water table depth and water table elevation for a
mesh of cells that each have the following properties:
<list list-type="bullet"><list-item>
      <p id="d1e2590">cell size in the horizontal (<inline-formula><mml:math id="M100" display="inline"><mml:mi>x</mml:mi></mml:math></inline-formula>, <inline-formula><mml:math id="M101" display="inline"><mml:mi>y</mml:mi></mml:math></inline-formula>) directions;</p></list-item><list-item>
      <p id="d1e2608">elevation of the ground surface above sea level;</p></list-item><list-item>
      <p id="d1e2612">annual vertical groundwater recharge from rainfall;</p></list-item><list-item>
      <p id="d1e2616">transmissivity, embedded in a hydraulic conductivity–depth relation;</p></list-item><list-item>
      <p id="d1e2620">annual horizontal groundwater inflow and outflow, which are calculated
by the EWT model;</p></list-item><list-item>
      <p id="d1e2624">groundwater head, which is calculated by the EWT model.</p></list-item></list></p>
      <p id="d1e2627">The cell size for the EWT model is 30 arcsec of decimal degrees of
latitude and longitude in the WGS84 projection. Therefore, cell size in
metres depends on location and varies from 0.76 km east–west and 0.93 km
north–south in the north to 0.63 km east–west and 0.93 km north–south in the south.</p>
      <p id="d1e2630">The EWT model uses elevation data from global topography models
<xref ref-type="bibr" rid="bib1.bibx41 bib1.bibx6" id="paren.58"/>, all at the 30 arcsec
latitude–longitude decimal degree resolution. Rainfall recharge to
groundwater is at the 0.5 arcdeg latitude–longitude decimal degree
resolution <xref ref-type="bibr" rid="bib1.bibx10" id="paren.59"/>. The cell transmissivity is the
hydraulic conductivity integrated over depth. Hydraulic conductivity (<inline-formula><mml:math id="M102" display="inline"><mml:mi>K</mml:mi></mml:math></inline-formula>)
between the ground surface and 1.5 m depth, <inline-formula><mml:math id="M103" display="inline"><mml:mrow><mml:msub><mml:mi>K</mml:mi><mml:mn mathvariant="normal">0</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula>, is derived from a global
soil database <xref ref-type="bibr" rid="bib1.bibx38" id="paren.60"/>. Below 1.5 m, <inline-formula><mml:math id="M104" display="inline"><mml:mi>K</mml:mi></mml:math></inline-formula> is assumed to
decrease exponentially with depth, after the decrease of porosity with depth
for large-scale basin studies <xref ref-type="bibr" rid="bib1.bibx4" id="paren.61"/>. The exponential
decrease of <inline-formula><mml:math id="M105" display="inline"><mml:mi>K</mml:mi></mml:math></inline-formula> at depth <inline-formula><mml:math id="M106" display="inline"><mml:mi>z</mml:mi></mml:math></inline-formula> below 1.5 m depth is defined as

              <disp-formula id="App1.Ch1.E1" content-type="numbered"><mml:math id="M107" display="block"><mml:mstyle displaystyle="true" class="stylechange"/><mml:mrow><mml:mstyle displaystyle="true" class="stylechange"/><mml:mi>K</mml:mi><mml:mo>(</mml:mo><mml:mi>z</mml:mi><mml:mo>)</mml:mo><mml:mo>=</mml:mo><mml:msub><mml:mi>K</mml:mi><mml:mn mathvariant="normal">0</mml:mn></mml:msub><mml:msup><mml:mi>e</mml:mi><mml:mrow><mml:mo>-</mml:mo><mml:mi>z</mml:mi><mml:mo>/</mml:mo><mml:mi>f</mml:mi></mml:mrow></mml:msup><mml:mo>,</mml:mo></mml:mrow></mml:math></disp-formula>

        where <inline-formula><mml:math id="M108" display="inline"><mml:mi>z</mml:mi></mml:math></inline-formula> is the depth below ground level, and <inline-formula><mml:math id="M109" display="inline"><mml:mi>f</mml:mi></mml:math></inline-formula> is called the “e-folding depth”:

              <disp-formula id="App1.Ch1.E2" content-type="numbered"><mml:math id="M110" display="block"><mml:mstyle displaystyle="true" class="stylechange"/><mml:mrow><mml:mstyle displaystyle="true" class="stylechange"/><mml:mi>f</mml:mi><mml:mo>=</mml:mo><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mi>a</mml:mi><mml:mrow><mml:mn mathvariant="normal">1</mml:mn><mml:mo>+</mml:mo><mml:mi>b</mml:mi><mml:mi>s</mml:mi></mml:mrow></mml:mfrac></mml:mstyle><mml:mo>;</mml:mo><mml:mspace linebreak="nobreak" width="0.25em"/><mml:mi>f</mml:mi><mml:mo>&gt;</mml:mo><mml:msub><mml:mi>f</mml:mi><mml:mi mathvariant="normal">min</mml:mi></mml:msub><mml:mo>,</mml:mo></mml:mrow></mml:math></disp-formula>

        where <inline-formula><mml:math id="M111" display="inline"><mml:mi>a</mml:mi></mml:math></inline-formula>, <inline-formula><mml:math id="M112" display="inline"><mml:mi>b</mml:mi></mml:math></inline-formula>, and <inline-formula><mml:math id="M113" display="inline"><mml:mrow><mml:msub><mml:mi>f</mml:mi><mml:mi mathvariant="normal">min</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> are calibration constants, and <inline-formula><mml:math id="M114" display="inline"><mml:mi>s</mml:mi></mml:math></inline-formula> is the
terrain slope <xref ref-type="bibr" rid="bib1.bibx15" id="paren.62"/>. The inverse relationship of <inline-formula><mml:math id="M115" display="inline"><mml:mi>f</mml:mi></mml:math></inline-formula>
with <inline-formula><mml:math id="M116" display="inline"><mml:mi>s</mml:mi></mml:math></inline-formula> (Eq. <xref ref-type="disp-formula" rid="App1.Ch1.E2"/>) is a function of climate, geology, and biota
<xref ref-type="bibr" rid="bib1.bibx1 bib1.bibx43" id="paren.63"/>. This relationship
causes a large gradient in <inline-formula><mml:math id="M117" display="inline"><mml:mi>K</mml:mi></mml:math></inline-formula> over depth where terrain is steeper (i.e. a
thin regolith) and a small gradient in <inline-formula><mml:math id="M118" display="inline"><mml:mi>K</mml:mi></mml:math></inline-formula> where terrain is relatively flat
(i.e. a deep soil). The values of <inline-formula><mml:math id="M119" display="inline"><mml:mi>a</mml:mi></mml:math></inline-formula>, <inline-formula><mml:math id="M120" display="inline"><mml:mi>b</mml:mi></mml:math></inline-formula>, and <inline-formula><mml:math id="M121" display="inline"><mml:mrow><mml:msub><mml:mi>f</mml:mi><mml:mi mathvariant="normal">min</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> for the global
30 arcsec EWT model are set to 120, 150, and 5, respectively, based on
experience of calibration of the model with ground-observed data in North
America <xref ref-type="bibr" rid="bib1.bibx15" id="paren.64"/>. No ground-observed water level data from
New Zealand have been used to validate Eq. (<xref ref-type="disp-formula" rid="App1.Ch1.E2"/>). For a case
study in the Amazon, with a more detailed 200 m resolution model,
<xref ref-type="bibr" rid="bib1.bibx11" id="text.65"/> used revised values for <inline-formula><mml:math id="M122" display="inline"><mml:mi>a</mml:mi></mml:math></inline-formula>, <inline-formula><mml:math id="M123" display="inline"><mml:mi>b</mml:mi></mml:math></inline-formula>, and <inline-formula><mml:math id="M124" display="inline"><mml:mrow><mml:msub><mml:mi>f</mml:mi><mml:mi mathvariant="normal">min</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>
(75, 150, and 4, respectively).</p>
      <p id="d1e2906">Groundwater recharge (<inline-formula><mml:math id="M125" display="inline"><mml:mi>R</mml:mi></mml:math></inline-formula>) estimates are provided by global-scale mean annual
estimates of rainfall recharge to groundwater <xref ref-type="bibr" rid="bib1.bibx10" id="paren.66"/>.
The horizontal flow between cells (<inline-formula><mml:math id="M126" display="inline"><mml:mi>Q</mml:mi></mml:math></inline-formula>) is calculated by
Eq. (<xref ref-type="disp-formula" rid="App1.Ch1.E3"/>), based on a mass balance and Darcy's law
<xref ref-type="bibr" rid="bib1.bibx27 bib1.bibx9 bib1.bibx16" id="paren.67"><named-content content-type="pre">e.g.</named-content></xref>:

              <disp-formula id="App1.Ch1.E3" content-type="numbered"><mml:math id="M127" display="block"><mml:mstyle displaystyle="true" class="stylechange"/><mml:mrow><mml:mstyle class="stylechange" displaystyle="true"/><mml:mi>Q</mml:mi><mml:mo>=</mml:mo><mml:mi>w</mml:mi><mml:mi>T</mml:mi><mml:mfenced open="(" close=")"><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mrow><mml:mi>h</mml:mi><mml:mo>-</mml:mo><mml:msub><mml:mi>h</mml:mi><mml:mi mathvariant="normal">n</mml:mi></mml:msub></mml:mrow><mml:mi>L</mml:mi></mml:mfrac></mml:mstyle></mml:mfenced><mml:mo>,</mml:mo></mml:mrow></mml:math></disp-formula>

        where <inline-formula><mml:math id="M128" display="inline"><mml:mi>w</mml:mi></mml:math></inline-formula> is the width of the cell, <inline-formula><mml:math id="M129" display="inline"><mml:mi>T</mml:mi></mml:math></inline-formula> is the transmissivity of the cell,
<inline-formula><mml:math id="M130" display="inline"><mml:mi>h</mml:mi></mml:math></inline-formula> is the groundwater head in the centre of the cell, <inline-formula><mml:math id="M131" display="inline"><mml:mrow><mml:msub><mml:mi>h</mml:mi><mml:mi mathvariant="normal">n</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> is the
groundwater head in the neighbouring cell, and <inline-formula><mml:math id="M132" display="inline"><mml:mi>L</mml:mi></mml:math></inline-formula> is the distance between the two cells.</p>
      <p id="d1e3006">Groundwater discharge into rivers and wetlands (<inline-formula><mml:math id="M133" display="inline"><mml:mrow><mml:msub><mml:mi>Q</mml:mi><mml:mi mathvariant="normal">r</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>) is identified where
the groundwater head is above the ground level (Fig. <xref ref-type="fig" rid="App1.Ch1.F1"/>).
Where the groundwater head rises above the
land surface, it is reset to the land surface to mimic the effect of surface
drainage and evaporation. Two important assumptions made in the model are
that there is only one water table at any location (thus neglecting local,
perched, or multi-layer aquifers) and that groundwater use (i.e. abstraction) is zero.</p>
      <p id="d1e3022">The EWT model is a steady-state model, where calculations are done
iteratively with daily time steps where recharge is fed into the groundwater
flow equation. The calculation converges until an equilibrium between
recharge and groundwater flow has been reached, i.e. until the mean recharge in a
cell equals the mean groundwater flow out of the cell:

              <disp-formula id="App1.Ch1.E4" content-type="numbered"><mml:math id="M134" display="block"><mml:mstyle class="stylechange" displaystyle="true"/><mml:mrow><mml:mstyle class="stylechange" displaystyle="true"/><mml:mover accent="true"><mml:mi>R</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mo>=</mml:mo><mml:mo movablelimits="false">∑</mml:mo><mml:mover accent="true"><mml:mi>Q</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mo>.</mml:mo></mml:mrow></mml:math></disp-formula>

        Computationally, this means that Eq. (<xref ref-type="disp-formula" rid="App1.Ch1.E3"/>) is
repeated until a convergence has been reached, i.e. that the difference in
groundwater head between iterations is less than 1 mm in all land cells.</p><?xmltex \hack{\clearpage}?><?xmltex \floatpos{h!}?><fig id="App1.Ch1.F1"><caption><p id="d1e3053">Schematic of the EWT model to simulate the water table at the
continental scale, using recharge (<inline-formula><mml:math id="M135" display="inline"><mml:mi>R</mml:mi></mml:math></inline-formula>), horizontal groundwater flow (<inline-formula><mml:math id="M136" display="inline"><mml:mi>Q</mml:mi></mml:math></inline-formula>),
groundwater discharge in rivers (<inline-formula><mml:math id="M137" display="inline"><mml:mrow><mml:msub><mml:mi>Q</mml:mi><mml:mi mathvariant="normal">r</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>), and sea level (boundary
condition). The blue fading colours indicate the decrease of hydraulic
conductivity with depth <xref ref-type="bibr" rid="bib1.bibx12" id="paren.68"><named-content content-type="post">their Fig. 4a</named-content></xref>.</p></caption>
        <?xmltex \hack{\hsize\textwidth}?>
        <?xmltex \igopts{width=455.244094pt}?><graphic xlink:href="https://hess.copernicus.org/articles/22/6449/2018/hess-22-6449-2018-f18.png"/>

      </fig>

<?xmltex \hack{\clearpage}?>
</app>

<?pagebreak page6466?><app id="App1.Ch1.S2">
  <title>Convergence tests</title>
      <p id="d1e3102">Convergence tests were run for the Mataura catchment in Southland, New
Zealand (Fig. <xref ref-type="fig" rid="App1.Ch1.F2"/>).</p>
      <p id="d1e3107">Comparisons of these tests were performed by visual comparison of water table
depth, by comparison of volumes of recharge that was rejected by the NWT model
due to the water table reaching the surface, and by comparison of convergence
ratios (the ratio being defined as the ratio of cells that have a change in
hydraulic head of more than 1 cm, sampled consecutively after each 365 time
steps). The model was fed with recharge from <xref ref-type="bibr" rid="bib1.bibx54" id="text.69"/> in four ways:
<list list-type="order"><list-item>
      <p id="d1e3115">Mean annual recharge was fed in as mean daily recharge.</p></list-item><list-item>
      <p id="d1e3119">The mean annual recharge was distributed over the year in daily time
steps using a normal distribution, i.e. a Gaussian distribution with
365 time steps (Eq. <xref ref-type="disp-formula" rid="App1.Ch1.E5"/>):<disp-formula id="App1.Ch1.E5" content-type="numbered"><mml:math id="M138" display="block"><mml:mstyle class="stylechange" displaystyle="true"/><mml:mrow><mml:mstyle displaystyle="true" class="stylechange"/><mml:mi>f</mml:mi><mml:mo>=</mml:mo><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mn mathvariant="normal">1</mml:mn><mml:mrow><mml:mi mathvariant="italic">σ</mml:mi><mml:msqrt><mml:mrow><mml:mn mathvariant="normal">2</mml:mn><mml:mi mathvariant="italic">π</mml:mi></mml:mrow></mml:msqrt></mml:mrow></mml:mfrac></mml:mstyle><mml:msup><mml:mi>e</mml:mi><mml:mrow><mml:mo>-</mml:mo><mml:mfrac><mml:mrow><mml:mo>(</mml:mo><mml:mi>x</mml:mi><mml:mo>-</mml:mo><mml:mi mathvariant="italic">μ</mml:mi><mml:msup><mml:mo>)</mml:mo><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:mrow><mml:mrow><mml:mn mathvariant="normal">2</mml:mn><mml:msup><mml:mi mathvariant="italic">σ</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:mrow></mml:mfrac></mml:mrow></mml:msup><mml:mo>,</mml:mo></mml:mrow></mml:math></disp-formula>where <inline-formula><mml:math id="M139" display="inline"><mml:mi mathvariant="italic">σ</mml:mi></mml:math></inline-formula> is the standard deviation of a normal distribution, i.e. one-sixth of
the 365 days in this case; <inline-formula><mml:math id="M140" display="inline"><mml:mi mathvariant="italic">μ</mml:mi></mml:math></inline-formula> is the mean, in this case 182.5;
and <inline-formula><mml:math id="M141" display="inline"><mml:mi>x</mml:mi></mml:math></inline-formula> is the day in the year, i.e. a vector with values in between 1 and 365.</p>
      <p id="d1e3201">Equation (<xref ref-type="disp-formula" rid="App1.Ch1.E5"/>) mimics a seasonal distribution of rainfall
recharge over the year, i.e. seasonal variation of rainfall recharge. Since
the model is steady state, there should not be any difference in model output
between seasonal and mean annual recharge input, but the main reason was to
test if the NWT model would show a seasonal variation due to different
groundwater discharge to the surface, as suggested by, e.g., <xref ref-type="bibr" rid="bib1.bibx2" id="text.70"/>.
<?xmltex \hack{\newpage}?></p></list-item><list-item>
      <p id="d1e3211">As (1) but with incorporation of recharge uncertainty, as estimated by
<xref ref-type="bibr" rid="bib1.bibx54" id="normal.71"/>.</p></list-item><list-item>
      <p id="d1e3218">As (2) but with incorporation of recharge uncertainty, as estimated by
<xref ref-type="bibr" rid="bib1.bibx54" id="normal.72"/>.</p></list-item></list></p>
      <p id="d1e3224">Inclusion of uncertainty diminishes convergence; given the added noise on
the convergence ratio, probably convergence will never be reached. Inclusion
of seasonality does not make a difference in convergence when uncertainty is
included (Fig. <xref ref-type="fig" rid="App1.Ch1.F3"/>) (but convergence is slightly
stronger when uncertainty is not included). None of the four tests show significant
differences in water table depths (Fig. <xref ref-type="fig" rid="App1.Ch1.F4"/>).</p>
      <p id="d1e3231">As rejected recharge increases with model runtime
(Table <xref ref-type="table" rid="App1.Ch1.T1"/>) but no visual differences can be
seen in the water table depth (Fig. <xref ref-type="fig" rid="App1.Ch1.F5"/>), this leads
to the conclusion that, while the model keeps converging, most of the changes
are taking place in the areas with a shallow water table. In reality, most of
these areas are drained by humans, which is not taken into account by the
model. Therefore, running the model for too long of a time to improve model
convergence does not significantly improve the water table depth estimates.
Because of these findings, for the purpose of estimation of water table depth
we chose an efficient 100-year model runtime.</p>

<?xmltex \floatpos{t}?><table-wrap id="App1.Ch1.T1"><caption><p id="d1e3242">Volumes of rejected recharge in the Mataura catchment,
Southland, New Zealand, for different model runtimes.</p></caption><oasis:table frame="topbot"><oasis:tgroup cols="2">
     <oasis:colspec colnum="1" colname="col1" align="right"/>
     <oasis:colspec colnum="2" colname="col2" align="right"/>
     <oasis:thead>
       <oasis:row>
         <oasis:entry colname="col1">Model runtime</oasis:entry>
         <oasis:entry colname="col2">Rejected recharge</oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">
         <oasis:entry colname="col1">(years)</oasis:entry>
         <oasis:entry colname="col2">(m<inline-formula><mml:math id="M142" 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="M143" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>)</oasis:entry>
       </oasis:row>
     </oasis:thead>
     <oasis:tbody>
       <oasis:row>
         <oasis:entry colname="col1">50</oasis:entry>
         <oasis:entry colname="col2">0.66</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1">100</oasis:entry>
         <oasis:entry colname="col2">0.84</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1">200</oasis:entry>
         <oasis:entry colname="col2">1.03</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1">500</oasis:entry>
         <oasis:entry colname="col2">1.31</oasis:entry>
       </oasis:row>
     </oasis:tbody>
   </oasis:tgroup></oasis:table></table-wrap>

<?xmltex \hack{\clearpage}?><?xmltex \floatpos{h!}?><fig id="App1.Ch1.F2"><caption><p id="d1e3338">Model area of the Mataura catchment, Southland, New
Zealand.</p></caption>
        <?xmltex \hack{\hsize\textwidth}?>
        <?xmltex \igopts{width=341.433071pt}?><graphic xlink:href="https://hess.copernicus.org/articles/22/6449/2018/hess-22-6449-2018-f19.png"/>

      </fig>

      <?xmltex \floatpos{h!}?><fig id="App1.Ch1.F3"><caption><p id="d1e3351">Convergence test in the Mataura catchment, Southland, New Zealand,
with inclusion of uncertainty and a Gaussian distribution over the year to
include seasonality of recharge.</p></caption>
        <?xmltex \hack{\hsize\textwidth}?>
        <?xmltex \igopts{width=236.157874pt}?><graphic xlink:href="https://hess.copernicus.org/articles/22/6449/2018/hess-22-6449-2018-f20.png"/>

      </fig>

<?xmltex \hack{\clearpage}?><?xmltex \floatpos{h!}?><fig id="App1.Ch1.F4"><caption><p id="d1e3366">Convergence test in the Mataura catchment, Southland, New Zealand,
with inclusion of uncertainty and a Gaussian distribution over the year to
include seasonality of recharge.</p></caption>
        <?xmltex \hack{\hsize\textwidth}?>
        <?xmltex \igopts{width=497.923228pt}?><graphic xlink:href="https://hess.copernicus.org/articles/22/6449/2018/hess-22-6449-2018-f21.png"/>

      </fig>

<?xmltex \hack{\clearpage}?><?xmltex \floatpos{h!}?><fig id="App1.Ch1.F5"><caption><p id="d1e3380">Convergence test in the Mataura catchment, Southland, New Zealand,
with model runtimes of 50, 100, 200, and
500 years.</p></caption>
        <?xmltex \hack{\hsize\textwidth}?>
        <?xmltex \igopts{width=497.923228pt}?><graphic xlink:href="https://hess.copernicus.org/articles/22/6449/2018/hess-22-6449-2018-f22.png"/>

      </fig>

<?xmltex \hack{\clearpage}?><supplementary-material position="anchor"><p id="d1e3392">The supplement related to this article is available online at: <inline-supplementary-material xlink:href="https://doi.org/10.5194/hess-22-6449-2018-supplement" xlink:title="pdf">https://doi.org/10.5194/hess-22-6449-2018-supplement</inline-supplementary-material>.</p></supplementary-material>
</app>
  </app-group><notes notes-type="authorcontribution">

      <p id="d1e3403">RW conceived, designed, and conducted the experiments and
analysed all data. RW and PW wrote the paper. PW advised in the validation
experiments in Canterbrury and Waipa. GM-M wrote parts of the discussion texts
where the NWT was compared to the EWT. PW and GM-M furthermore advised in
comprehensively addressing all reviewer comments.</p>
  </notes><notes notes-type="competinginterests">

      <p id="d1e3409">The authors declare that they have no conflict of interest.</p>
  </notes><notes notes-type="sistatement">

      <p id="d1e3415">This article is part of the special issue “Integration of Earth
observations and models for global water resource assessment”. It is not
associated with a conference.</p>
  </notes><ack><title>Acknowledgements</title><p id="d1e3421">This research has been part of a PhD study of the lead author at the University
of Waikato, New Zealand, supervised by Moira Steyn-Ross. It has been performed
as part of the Smart Aquifer Characterisation (SAC) Programme, funded by the
Ministry of Business, Innovation and Employment, New Zealand. This project has
received co-funding from the European Union's Seventh Framework Programme for Research
and Technological Development under grant agreement no. 603608,
eartH2Observe. We furthermore would like to thank the reviewers for their
valuable comments, Waikato Regional Council and Environment Canterbury for their
ground-observed data used in the results section, and Jeremy White (GNS Science)
for his advice on the sensitivity analyses. <?xmltex \hack{\newline}?><?xmltex \hack{\newline}?>
Edited by: Martina Floerke <?xmltex \hack{\newline}?>
Reviewed by: two anonymous referees</p></ack><ref-list>
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    <!--<article-title-html>Application of an improved global-scale groundwater model  for water table estimation across New Zealand</article-title-html>
<abstract-html><p>Many studies underline the importance of groundwater assessment at the
larger, i.e. global, scale. The groundwater models used for these
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applied for studies in smaller areas, e.g. catchments, because of their
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in several catchments. However, that application is piecemeal: only for a
limited amount of aquifers and through a variety of groundwater model
suites, formats, and developers. Additionally, there are large areas where
groundwater models and data are sparse. Hence, an inter-catchment,
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better and more realistic variations of water table depth than the original,
global-scale, model outputs. In two regional case studies in New Zealand, the
hydraulic head shows excellent correlation with the available groundwater
level data. Sensitivity and other analyses of our nationwide water tables
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(gravity), and impeded by the geology (permeability).</p><p>The use of this first dedicated New Zealand-wide model can aid in provision
of water table estimates in data-sparse regions. The national model can also
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global model (Equilibrium Water Table model: EWT), shows that most improvement is achieved by feeding in better
and higher-resolution input data. The NWT model still has a bias towards
shallow water tables (but less than the EWT model because of the finer model
resolution), which could only be solved by feeding in a very high resolution
terrain model that incorporates drainage features. Although this is a model
shortcoming, it can also be viewed as a valuable indicator of the pre-human
water table, i.e. before 90&thinsp;% of wetlands were drained for agriculture since
European settlement in New Zealand.</p><p>Calibration to ground-observed water level improves model results but can of
course only work where there are such data available. Future research should
therefore focus on both model improvements and more data-driven,
improved estimation of hydraulic conductivity, recharge, and the digital
elevation model. We further surmise that the findings of this study, i.e.
successful application of a global-scale model at smaller scales, will lead
to subsequent improvement of the global-scale model equations.</p></abstract-html>
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