<?xml version="1.0" encoding="UTF-8"?>
<!DOCTYPE article PUBLIC "-//NLM//DTD Journal Publishing with OASIS Tables v3.0 20080202//EN" "journalpub-oasis3.dtd">
<article xmlns:xlink="http://www.w3.org/1999/xlink" xmlns:mml="http://www.w3.org/1998/Math/MathML" xmlns:oasis="http://docs.oasis-open.org/ns/oasis-exchange/table" xml:lang="en" dtd-version="3.0"><?xmltex \makeatother\@nolinetrue\makeatletter?>
  <front>
    <journal-meta><journal-id journal-id-type="publisher">HESS</journal-id><journal-title-group>
    <journal-title>Hydrology and Earth System Sciences</journal-title>
    <abbrev-journal-title abbrev-type="publisher">HESS</abbrev-journal-title><abbrev-journal-title abbrev-type="nlm-ta">Hydrol. Earth Syst. Sci.</abbrev-journal-title>
  </journal-title-group><issn pub-type="epub">1607-7938</issn><publisher>
    <publisher-name>Copernicus Publications</publisher-name>
    <publisher-loc>Göttingen, Germany</publisher-loc>
  </publisher></journal-meta>
    <article-meta>
      <article-id pub-id-type="doi">10.5194/hess-25-497-2021</article-id><title-group><article-title>Pesticide peak concentration reduction in a small vegetated treatment system controlled by chemograph shape</article-title><alt-title>Pesticide peak concentration reduction</alt-title>
      </title-group><?xmltex \runningtitle{Pesticide peak concentration reduction}?><?xmltex \runningauthor{J. Greiwe et al.}?>
      <contrib-group>
        <contrib contrib-type="author" corresp="yes" rid="aff1">
          <name><surname>Greiwe</surname><given-names>Jan</given-names></name>
          <email>jan.greiwe@hydrology.uni-freiburg.de</email>
        </contrib>
        <contrib contrib-type="author" corresp="no" rid="aff2">
          <name><surname>Olsson</surname><given-names>Oliver</given-names></name>
          
        </contrib>
        <contrib contrib-type="author" corresp="no" rid="aff2">
          <name><surname>Kümmerer</surname><given-names>Klaus</given-names></name>
          
        </contrib>
        <contrib contrib-type="author" corresp="no" rid="aff1">
          <name><surname>Lange</surname><given-names>Jens</given-names></name>
          
        <ext-link>https://orcid.org/0000-0002-2023-8089</ext-link></contrib>
        <aff id="aff1"><label>1</label><institution>Hydrology, University of Freiburg, Friedrichstr. 39, 79098 Freiburg,
Germany</institution>
        </aff>
        <aff id="aff2"><label>2</label><institution>Institute of Sustainable and Environmental Chemistry, Leuphana
University of Lüneburg, <?xmltex \hack{\break}?>Scharnhorststr. 1, 21335 Lüneburg, Germany</institution>
        </aff>
      </contrib-group>
      <author-notes><corresp id="corr1">Jan Greiwe (jan.greiwe@hydrology.uni-freiburg.de)</corresp></author-notes><pub-date><day>2</day><month>February</month><year>2021</year></pub-date>
      
      <volume>25</volume>
      <issue>2</issue>
      <fpage>497</fpage><lpage>509</lpage>
      <history>
        <date date-type="received"><day>15</day><month>May</month><year>2020</year></date>
           <date date-type="rev-request"><day>2</day><month>July</month><year>2020</year></date>
           <date date-type="rev-recd"><day>30</day><month>October</month><year>2020</year></date>
           <date date-type="accepted"><day>18</day><month>December</month><year>2020</year></date>
      </history>
      <permissions>
        <copyright-statement>Copyright: © 2021 Jan Greiwe et al.</copyright-statement>
        <copyright-year>2021</copyright-year>
      <license license-type="open-access"><license-p>This work is licensed under the Creative Commons Attribution 4.0 International License. To view a copy of this licence, visit <ext-link ext-link-type="uri" xlink:href="https://creativecommons.org/licenses/by/4.0/">https://creativecommons.org/licenses/by/4.0/</ext-link></license-p></license></permissions><self-uri xlink:href="https://hess.copernicus.org/articles/25/497/2021/hess-25-497-2021.html">This article is available from https://hess.copernicus.org/articles/25/497/2021/hess-25-497-2021.html</self-uri><self-uri xlink:href="https://hess.copernicus.org/articles/25/497/2021/hess-25-497-2021.pdf">The full text article is available as a PDF file from https://hess.copernicus.org/articles/25/497/2021/hess-25-497-2021.pdf</self-uri>
      <abstract><title>Abstract</title>
    <p id="d1e115">Pesticides may impact aquatic ecosystems when entering
water bodies. Measures for mitigation against pesticide inputs include
vegetated treatment systems (VTSs). Some of these systems have very short
hydraulic retention time (<inline-formula><mml:math id="M1" display="inline"><mml:mi mathvariant="italic">&lt;</mml:mi></mml:math></inline-formula> 1 h) but nevertheless manage to
effectively reduce peak concentrations of contaminants as a result of
dispersion. We hypothesize that the effect of dispersion on contaminant
mitigation in VTSs depends on the shape of the contaminant input signal
chemograph, which in turn is related to factors affecting contaminant
mobilization in the contributing catchment. In order to test this hypothesis,
we grouped chemographs of six contaminants originating from a viticultural
catchment during 10 discharge events into clusters according to chemograph
shape. We then compared peak concentration reduction and mass removal in a
downstream VTS, both among clusters and in terms of compound properties and
discharge dynamics. We found that chemograph clusters reflected combined
effects of contaminant source areas, transport pathways, and discharge
dynamics. While mass loss was subject to major uncertainties, peak
concentration reduction rate was clearly related to chemograph clusters and
dispersion sensitivity. These findings suggest that mitigation of acute
toxicity in a VTS is stronger for compounds with sharp-peaked chemographs,
whose formation is related to the contributing catchment and can be analyzed
by chemograph clustering.</p>
  </abstract>
    </article-meta>
  </front>
<body>
      

      <?xmltex \hack{\newpage}?>
<sec id="Ch1.S1" sec-type="intro">
  <label>1</label><title>Introduction</title>
      <p id="d1e136">Use of pesticides is beneficial for agricultural productivity. However, when
pesticides reach surface water bodies, they threaten aquatic organisms
(Zubrod et al., 2019). Effects of pesticides on aquatic ecosystems include a
reduction of species richness of invertebrates (Beketov et al., 2013) as
well as microorganisms (Fernández et al., 2015). Unintended export of
pesticides from the application site to water bodies can happen in
particulate form via erosion (Oliver et al., 2012; Taghavi et al., 2011) or
in dissolved form via surface runoff, drainage pipes, spray drift or leakage
to groundwater (Reichenberger et al., 2007), and subsequent exfiltration.</p>
      <?pagebreak page498?><p id="d1e139">In the environment, pesticides are subject to degradation by both abiotic
(e.g., hydrolysis, photolysis) and biotic (e.g., plant metabolism, microbial
degradation) processes (Fenner et al., 2013). If degradation is incomplete,
pesticides form transformation products (TPs), which in some cases may be
equally or more mobile, persistent, or toxic than their parent
compounds (PCs; Hensen et al.,
2020). Strongest mobilization of pesticides is usually associated with the
first significant rainfall after application and fast discharge components
(Doppler et al., 2012; Olsson et al., 2013; Lefrancq et al., 2017), e.g., runoff from non-target areas like roads (Lefrancq et al., 2013).
Mobilization dynamics of TPs usually differ from those of their PCs in terms of source areas and export pathways. The formation
of TPs may happen on larger timescales, and TPs usually have different
physicochemical properties than their PCs (Gassmann et al., 2013). The
specific transformation and further degradation of a contaminant largely
depend on the interplay of the contaminant's mobility and degradability as
well as site characteristics (Gassmann et al., 2015). Both mobility and
degradability can vary over multiple orders of magnitude for different
contaminants. However, water and soil half-lives are at least in the order
of several days or weeks for most pesticides (Lewis et al., 2016).</p>
      <p id="d1e142">Pesticide pollution can be mitigated by vegetated treatment systems (VTSs)
located between source areas and receiving water bodies (Vymazal and
Březinová, 2015; Stehle et al., 2011; Gregoire et al., 2009). Such
systems temporally retain polluted waters and thus provide space, time, and
favorable conditions for degradation processes. VTSs studied in literature
include very different types of systems (Lange et al., 2011), including
vegetated ditches or detention ponds with hydraulic residence times (HRT)
ranging in the order of minutes to several hours (Bundschuh et al., 2016;
Elsaesser et al., 2011; Ramos et al., 2019) or constructed wetlands in which
HRT may reach several weeks (Maillard and Imfeld, 2014), particularly when
operated in batch mode (Tournebize et al., 2017; Maillard et al., 2016;
Moore et al., 2000). The term “pesticide mitigation” can refer to contaminant
mass removal (<inline-formula><mml:math id="M2" display="inline"><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">M</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>) or peak concentration reduction (<inline-formula><mml:math id="M3" display="inline"><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">C</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>). While mass
removal is mainly observed in systems with longer HRT and affects permanent
toxicity, peak concentration reduction also happens in systems with short
HRTs, where it reduces acute toxicity (Bundschuh et al., 2016; Elsaesser et
al., 2011; Stehle et al., 2011).</p>
      <p id="d1e167">During longitudinal transport in streams or wetlands, peak concentration
reduction does not necessarily involve degradation but can solely be the
result of enhanced dispersion due to the presence of obstacles such as
plants (Elsaesser et al., 2011) and temporary removal from the water phase
by reversible sorption. Mitigation properties therefore constantly change
due to wetland succession (Schuetz et al., 2012). Regardless of whether VTSs
target concentration reduction or mass removal, mitigation efficiency is
usually associated with physicochemical properties of target compounds
(Vymazal and Březinová, 2015) or VTSs, including their operation
mode (Tournebize et al., 2017). However, following the concept of
advective–dispersive transport (Fischer et al., 1979), the mitigating effect
of dispersion on a concentration signal does not only depend on the
magnitude of dispersion but also on the shape of the signal. Peak
concentration reduction will be stronger for a signal with a pronounced peak
and low background than for a signal with a small peak and high background
if both signals are exposed to the same dispersion. Chemograph shapes, in
turn, are dictated by processes in the contributing catchments. The
influence of this chain of effects on contaminant mitigation and hence VTS
efficiency has not been systematically investigated so far.</p>
      <p id="d1e171">We hypothesize that the efficiency of contaminant mitigation in VTSs depends
on the shape of the input chemographs and eventually on the factors that
produce these signals in the catchment. In order to test this hypothesis we
grouped chemographs of six contaminants mobilized in a viticultural catchment
during 10 discharge events into clusters according to chemograph shape. We
then compared peak concentration reduction and mass removal in a downstream
VTS, both among clusters and in terms of compound properties and discharge
dynamics.</p>
</sec>
<sec id="Ch1.S2">
  <label>2</label><title>Material and methods</title>
<sec id="Ch1.S2.SS1">
  <label>2.1</label><title>Study site</title>
      <p id="d1e189">The study site (Fig. 1) is located inside a flood
detention basin in the 1.8 km<inline-formula><mml:math id="M4" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:math></inline-formula> Loechernbach catchment,
southwest Germany. Catchment elevation ranges between 213 m a.s.l. at the
outlet and 378 m a.s.l. in the western corner. Mean precipitation was 800 mm a<inline-formula><mml:math id="M5" 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> between 2009 and 2018 and mean air temperature 11.3 <inline-formula><mml:math id="M6" display="inline"><mml:msup><mml:mi/><mml:mo>∘</mml:mo></mml:msup></mml:math></inline-formula>C.
Soils mainly consist of calcaric regosols which are formed on aeolian loess and
have a typical grain size distribution of 10 % sand, 80 % silt and
10 % clay. Most of the catchment is dedicated to large artificial
vineyard terraces (71 %), while croplands occupy the valley bottoms
(20 %). Forest only accounts for a small portion (9 %) and is limited
to the most elevated part of the catchment. This partition in land use is
reflected in the main application areas of pesticide types. Fungicides are
applied on vineyard terraces, while herbicides are mainly applied to the
cropland in the flat valleys. Large parts of the catchment are drained by a
sub-surface pipe network (Fig. 1) connecting
vineyards and paved roads to the main channel in the valley. This drainage
network causes fast downstream transport of storm water and suspended
sediments (Gassmann et al., 2012). In addition, fields in the valley bottoms
are drained by a secondary network of smaller and usually shorter field
drains that are either connected to the primary drainage network or directly
connected to the stream (Schuetz et al., 2016). A 20 000 m<inline-formula><mml:math id="M7" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">3</mml:mn></mml:msup></mml:math></inline-formula> detention
basin was built at the outlet of the Loechernbach catchment to prevent flooding of the
downstream village. Inside the detention basin, a 258 m<inline-formula><mml:math id="M8" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:math></inline-formula>
vegetated surface flow constructed wetland and a 105 m<inline-formula><mml:math id="M9" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:math></inline-formula>
retention pond (maximum depth 1.5 m) are connected in series parallel to the
course of the Loechernbach stream. A small dam diverts all flow through the
vegetated treatment systems during base flow conditions but allows water to
bypass the VTS during large discharge events. The wetland has been in operation
since 2010, and its succession was studied by Schuetz et al. (2012). The pond
was added to the system in January 2016. The entire detention basin is
sealed by an impermeable clay layer that prevents leakage to groundwater.
Water residence times range from less than 1 h during flood events up
to several days during extreme low flow conditions.</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F1" specific-use="star"><?xmltex \currentcnt{1}?><?xmltex \def\figurename{Figure}?><label>Figure 1</label><caption><p id="d1e252">Loechernbach catchment and vegetated treatment system (VTS)
consisting of a vegetated stream reach, a constructed wetland, and a
retention pond inside a flood detention basin. Shading is based on a digital
terrain model with a resolution of 1 m<inline-formula><mml:math id="M10" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:math></inline-formula>. Location of
drainage pipes is according to Gassmann et al. (2012).</p></caption>
          <?xmltex \igopts{width=426.791339pt}?><graphic xlink:href="https://hess.copernicus.org/articles/25/497/2021/hess-25-497-2021-f01.png"/>

        </fig>

</sec>
<sec id="Ch1.S2.SS2">
  <label>2.2</label><title>Target compounds</title>
      <p id="d1e278">In this study, we focused on six target compounds, including the fungicides
boscalid and penconazole, the herbicides metazachlor and flufenacet, and the
TPs metazachlor sulfonic<?pagebreak page499?> acid (met-ESA) and metazachlor oxalic acid
(met-OA). Selected physicochemical properties of the target compounds are
listed in Table 1. According to the Pesticide
Properties DataBase (Lewis et al., 2016), the contaminants can be classified
as low (boscalid) to moderately soluble in water and very mobile (TPs) to
slightly mobile (fungicides). The target fungicides are considered
moderately fast degradable in the water phase and persistent in soils, while
the target herbicides are considered stable in the water phase and
non-persistent in soils. TPs of metazachlor are considerably more persistent
in soil than their PC. The fungicides are considered stable with respect to
hydrolysis but degradable via photolysis, while the herbicides are stable
regarding both.</p>

<?xmltex \floatpos{t}?><table-wrap id="Ch1.T1" specific-use="star"><?xmltex \currentcnt{1}?><?xmltex \def\figurename{Table}?><label>Table 1</label><caption><p id="d1e284">Physicochemical properties of the target compounds according to the
Pesticide Properties DataBase (Lewis et al., 2016), including chemical
formular, water solubility, and organic carbon sorption coefficient (Kf<inline-formula><mml:math id="M11" display="inline"><mml:msub><mml:mi/><mml:mi mathvariant="normal">OC</mml:mi></mml:msub></mml:math></inline-formula>),
as well as half-lives of water (<inline-formula><mml:math id="M12" display="inline"><mml:mrow><mml:msub><mml:mi>T</mml:mi><mml:mn mathvariant="normal">50</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula> water) and soil (<inline-formula><mml:math id="M13" display="inline"><mml:mrow><mml:msub><mml:mi>T</mml:mi><mml:mn mathvariant="normal">50</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula> soil).</p></caption><oasis:table frame="topbot"><?xmltex \begin{scaleboxenv}{.96}[.96]?><oasis:tgroup cols="7">
     <oasis:colspec colnum="1" colname="col1" align="left"/>
     <oasis:colspec colnum="2" colname="col2" align="left"/>
     <oasis:colspec colnum="3" colname="col3" align="left" colsep="1"/>
     <oasis:colspec colnum="4" colname="col4" align="left"/>
     <oasis:colspec colnum="5" colname="col5" align="left" colsep="1"/>
     <oasis:colspec colnum="6" colname="col6" align="left"/>
     <oasis:colspec colnum="7" colname="col7" align="left"/>
     <oasis:thead>
       <oasis:row>
         <oasis:entry colname="col1"/>
         <oasis:entry rowsep="1" namest="col2" nameend="col3" align="center" colsep="1">Fungicides </oasis:entry>
         <oasis:entry rowsep="1" namest="col4" nameend="col5" align="center" colsep="1">Herbicides </oasis:entry>
         <oasis:entry rowsep="1" namest="col6" nameend="col7" align="center">TPs </oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">
         <oasis:entry colname="col1"/>
         <oasis:entry colname="col2">Boscalid</oasis:entry>
         <oasis:entry colname="col3">Penconazole</oasis:entry>
         <oasis:entry colname="col4">Metazachlor</oasis:entry>
         <oasis:entry colname="col5">Flufenacet</oasis:entry>
         <oasis:entry colname="col6">met-ESA</oasis:entry>
         <oasis:entry colname="col7">met-OA</oasis:entry>
       </oasis:row>
     </oasis:thead>
     <oasis:tbody>
       <oasis:row>
         <oasis:entry colname="col1">Chemical formula</oasis:entry>
         <oasis:entry colname="col2">C<inline-formula><mml:math id="M14" display="inline"><mml:msub><mml:mi/><mml:mn mathvariant="normal">18</mml:mn></mml:msub></mml:math></inline-formula>H<inline-formula><mml:math id="M15" display="inline"><mml:msub><mml:mi/><mml:mn mathvariant="normal">12</mml:mn></mml:msub></mml:math></inline-formula>Cl<inline-formula><mml:math id="M16" display="inline"><mml:msub><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msub></mml:math></inline-formula>N<inline-formula><mml:math id="M17" display="inline"><mml:msub><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msub></mml:math></inline-formula>O</oasis:entry>
         <oasis:entry colname="col3">C<inline-formula><mml:math id="M18" display="inline"><mml:msub><mml:mi/><mml:mn mathvariant="normal">13</mml:mn></mml:msub></mml:math></inline-formula>H<inline-formula><mml:math id="M19" display="inline"><mml:msub><mml:mi/><mml:mn mathvariant="normal">15</mml:mn></mml:msub></mml:math></inline-formula>Cl<inline-formula><mml:math id="M20" display="inline"><mml:msub><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msub></mml:math></inline-formula>N<inline-formula><mml:math id="M21" display="inline"><mml:msub><mml:mi/><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:math></inline-formula></oasis:entry>
         <oasis:entry colname="col4">C<inline-formula><mml:math id="M22" display="inline"><mml:msub><mml:mi/><mml:mn mathvariant="normal">14</mml:mn></mml:msub></mml:math></inline-formula>H<inline-formula><mml:math id="M23" display="inline"><mml:msub><mml:mi/><mml:mn mathvariant="normal">16</mml:mn></mml:msub></mml:math></inline-formula>ClN<inline-formula><mml:math id="M24" display="inline"><mml:msub><mml:mi/><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:math></inline-formula>O</oasis:entry>
         <oasis:entry colname="col5">C<inline-formula><mml:math id="M25" display="inline"><mml:msub><mml:mi/><mml:mn mathvariant="normal">14</mml:mn></mml:msub></mml:math></inline-formula>H<inline-formula><mml:math id="M26" display="inline"><mml:msub><mml:mi/><mml:mn mathvariant="normal">13</mml:mn></mml:msub></mml:math></inline-formula>F<inline-formula><mml:math id="M27" display="inline"><mml:msub><mml:mi/><mml:mn mathvariant="normal">4</mml:mn></mml:msub></mml:math></inline-formula>N<inline-formula><mml:math id="M28" display="inline"><mml:msub><mml:mi/><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:math></inline-formula>O<inline-formula><mml:math id="M29" display="inline"><mml:msub><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msub></mml:math></inline-formula>S</oasis:entry>
         <oasis:entry colname="col6">C<inline-formula><mml:math id="M30" display="inline"><mml:msub><mml:mi/><mml:mn mathvariant="normal">14</mml:mn></mml:msub></mml:math></inline-formula>H<inline-formula><mml:math id="M31" display="inline"><mml:msub><mml:mi/><mml:mn mathvariant="normal">17</mml:mn></mml:msub></mml:math></inline-formula>N<inline-formula><mml:math id="M32" display="inline"><mml:msub><mml:mi/><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:math></inline-formula>SO<inline-formula><mml:math id="M33" display="inline"><mml:msub><mml:mi/><mml:mn mathvariant="normal">4</mml:mn></mml:msub></mml:math></inline-formula></oasis:entry>
         <oasis:entry colname="col7">C<inline-formula><mml:math id="M34" display="inline"><mml:msub><mml:mi/><mml:mn mathvariant="normal">14</mml:mn></mml:msub></mml:math></inline-formula>H<inline-formula><mml:math id="M35" display="inline"><mml:msub><mml:mi/><mml:mn mathvariant="normal">15</mml:mn></mml:msub></mml:math></inline-formula>N<inline-formula><mml:math id="M36" display="inline"><mml:msub><mml:mi/><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:math></inline-formula>O<inline-formula><mml:math id="M37" display="inline"><mml:msub><mml:mi/><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:math></inline-formula></oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1">Molecular mass (g mol<inline-formula><mml:math id="M38" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>)</oasis:entry>
         <oasis:entry colname="col2">343.2</oasis:entry>
         <oasis:entry colname="col3">284.2</oasis:entry>
         <oasis:entry colname="col4">277.8</oasis:entry>
         <oasis:entry colname="col5">363.3</oasis:entry>
         <oasis:entry colname="col6">323.4</oasis:entry>
         <oasis:entry colname="col7">273.3</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1">Solubility (mg L<inline-formula><mml:math id="M39" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>)</oasis:entry>
         <oasis:entry colname="col2">4.6</oasis:entry>
         <oasis:entry colname="col3">73.0</oasis:entry>
         <oasis:entry colname="col4">450.0</oasis:entry>
         <oasis:entry colname="col5">51.0</oasis:entry>
         <oasis:entry colname="col6">–</oasis:entry>
         <oasis:entry colname="col7">–</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1">Kf<inline-formula><mml:math id="M40" display="inline"><mml:msub><mml:mi/><mml:mi mathvariant="normal">OC</mml:mi></mml:msub></mml:math></inline-formula> (mL g<inline-formula><mml:math id="M41" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>)</oasis:entry>
         <oasis:entry colname="col2">772.0</oasis:entry>
         <oasis:entry colname="col3">2205.0</oasis:entry>
         <oasis:entry colname="col4">79.6</oasis:entry>
         <oasis:entry colname="col5">273.3</oasis:entry>
         <oasis:entry colname="col6">5.0</oasis:entry>
         <oasis:entry colname="col7">24.6</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1"><inline-formula><mml:math id="M42" display="inline"><mml:mrow><mml:msub><mml:mi>T</mml:mi><mml:mn mathvariant="normal">50</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula> photolysis (<inline-formula><mml:math id="M43" display="inline"><mml:mi>d</mml:mi></mml:math></inline-formula>)</oasis:entry>
         <oasis:entry colname="col2">30.0</oasis:entry>
         <oasis:entry colname="col3">4.0</oasis:entry>
         <oasis:entry colname="col4">stable</oasis:entry>
         <oasis:entry colname="col5">stable</oasis:entry>
         <oasis:entry colname="col6">–</oasis:entry>
         <oasis:entry colname="col7">–</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1"><inline-formula><mml:math id="M44" display="inline"><mml:mrow><mml:msub><mml:mi>T</mml:mi><mml:mn mathvariant="normal">50</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula> hydrolysis (<inline-formula><mml:math id="M45" display="inline"><mml:mi>d</mml:mi></mml:math></inline-formula>)</oasis:entry>
         <oasis:entry colname="col2">stable</oasis:entry>
         <oasis:entry colname="col3">stable</oasis:entry>
         <oasis:entry colname="col4">stable</oasis:entry>
         <oasis:entry colname="col5">stable</oasis:entry>
         <oasis:entry colname="col6">–</oasis:entry>
         <oasis:entry colname="col7">–</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1"><inline-formula><mml:math id="M46" display="inline"><mml:mrow><mml:msub><mml:mi>T</mml:mi><mml:mn mathvariant="normal">50</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula> water (d)</oasis:entry>
         <oasis:entry colname="col2">5.0</oasis:entry>
         <oasis:entry colname="col3">2.0</oasis:entry>
         <oasis:entry colname="col4">216.0</oasis:entry>
         <oasis:entry colname="col5">54.0</oasis:entry>
         <oasis:entry colname="col6">–</oasis:entry>
         <oasis:entry colname="col7">–</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1"><inline-formula><mml:math id="M47" display="inline"><mml:mrow><mml:msub><mml:mi>T</mml:mi><mml:mn mathvariant="normal">50</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula>  soil (<inline-formula><mml:math id="M48" display="inline"><mml:mi>d</mml:mi></mml:math></inline-formula>)</oasis:entry>
         <oasis:entry colname="col2">246.0</oasis:entry>
         <oasis:entry colname="col3">117.0</oasis:entry>
         <oasis:entry colname="col4">10.8</oasis:entry>
         <oasis:entry colname="col5">19.7</oasis:entry>
         <oasis:entry colname="col6">123.3</oasis:entry>
         <oasis:entry colname="col7">90.0</oasis:entry>
       </oasis:row>
     </oasis:tbody>
   </oasis:tgroup><?xmltex \end{scaleboxenv}?></oasis:table></table-wrap>

</sec>
<sec id="Ch1.S2.SS3">
  <label>2.3</label><title>Discharge measurement and sampling procedure</title>
      <p id="d1e910">Streamflow was measured every minute between April 2016 and September 2017
at two gauges about 200 m upstream of the treatment system (G1) and at its
outlet (G2). Water levels at G1 were recorded inside a 1.37 m standard
H flume (Bos, 1989) by means of a pressure transducer (Decagon CTD-10) and
related to discharge using a standard rating curve. At G2 water levels were
measured in a rectangular cross-section 2 m ahead of the detention
basin outlet by a radar gauge (Vegapuls 61). The corresponding rating curve
for G2 accounted for complete submergence of the control gate valve (Peter,
2005). Pesticide monitoring at G1 and G2 consisted of five manual sample
collections during stationary flow conditions and 10 automated event
samplings during discharge events. Event sampling was triggered when a water
level increase of more than 3 cm/h was recorded at G1. An automatic
sampler (ISCO 3700) started to fill pairs of 900 mL glass bottles at 0, 0.5,
1, 2, 6, and 12 h after activation. A second automatic sampler (ISCO
3700) was launched at G2 following the same sampling scheme but with a time
lag of 1 h to account for transit between G1 and G2. All samples were
recovered from the study site within 24 h after sampling and cooled until
analysis. Sampling was complete except for one case. Due to an accident, we lost
the first sample of event 9 (8 October 2017, 03:30 CET). As concentrations in the
first samples were usually very low (Fig. 3) and
not considered to markedly influence mass calculation, we assumed that all
contaminants in this sample had zero concentration and left this event in
our dataset.</p>
</sec>
<sec id="Ch1.S2.SS4">
  <label>2.4</label><title>Analytical methods</title>
      <p id="d1e921">The following analytical methods were used for determining pesticide levels
in the water samples. Analytical standards of boscalid (99.9 %),
penconazole (99.1 %), metazachlor (99.6 %), and flufenacet (99.5 %)
and the internal standards Diuron-D6 (99 %) and Terbutryn-D5 (98.5 %)
already dissolved in acetonitrile (100 <inline-formula><mml:math id="M49" display="inline"><mml:mrow class="unit"><mml:mi mathvariant="normal">µ</mml:mi></mml:mrow></mml:math></inline-formula>g mL<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>) were purchased from
Sigma-Aldrich Chemie GmbH (Steinheim, Germany). Met-ESA (95 %) and met-OA
(98.8 %) were received from Neochema (Bodenheim, Germany). Acetonitrile
(LC-MS grade; VWR International GmbH, Darmstadt, Germany) was used as
organic mobile phase in chromatography and for the preparation of stock
solutions. Aqueous mobile phase was prepared with ultrapure water (Membra
Pure, Germany; Q1:16.6 m<inline-formula><mml:math id="M51" display="inline"><mml:mi mathvariant="normal">Ω</mml:mi></mml:math></inline-formula> and Q2: 18.2 m<inline-formula><mml:math id="M52" display="inline"><mml:mi mathvariant="normal">Ω</mml:mi></mml:math></inline-formula>.</p>
      <p id="d1e958">Preparation of environmental samples (approx. 1 L) was done by filtering
with a folded filter (type 113 P Cellulose ø 240 mm). The supernatant was
spiked with the internal standard Diuron-D6 (10 <inline-formula><mml:math id="M53" display="inline"><mml:mrow class="unit"><mml:mi mathvariant="normal">µ</mml:mi></mml:mrow></mml:math></inline-formula>L of 10 mg L<inline-formula><mml:math id="M54" 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 extraction procedure was solid-phase extraction (SPE). Cartridges
(CHROMABOND<sup>®</sup> HR-X 6 mL/200 mg) were conditioned with 10 mL
methanol and washed with 10 mL pure water. 90 <inline-formula><mml:math id="M55" display="inline"><mml:mrow class="unit"><mml:mi mathvariant="normal">µ</mml:mi></mml:mrow></mml:math></inline-formula>L of the extract was
spiked with 10 <inline-formula><mml:math id="M56" display="inline"><mml:mrow class="unit"><mml:mi mathvariant="normal">µ</mml:mi></mml:mrow></mml:math></inline-formula>L of Terbutryn-D5 as an internal standard. Each
sample was a double determination. Measurements of environmental samples
were conducted with a triple quadrupole (Agilent Technologies,<?pagebreak page500?> 1200 Infinity
LC System and 6430 Triple Quad, Waldbronn, Germany). Mobile phases were
0.01 % formic acid (A) and acetonitrile (B) with a flow of 0.4 mL min<inline-formula><mml:math id="M57" 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 gradient was as follows: 0–1 min (10 % B), 1–11 min (10 %–50 %
B), 11–18 min (50 %–85 % B), 18–21 min (85 %–90 % B), 21–24 min (90 % B),
24–26 min (90 %–10 % B), and 26–30 (10 % B). A NUCLEODUR®RP-C18 (125/2; 100–3 <inline-formula><mml:math id="M58" display="inline"><mml:mrow class="unit"><mml:mi mathvariant="normal">µ</mml:mi></mml:mrow></mml:math></inline-formula>m C18 ec) column (Macherey Nagel, Düren,
Germany) was used as stationary phase with a set oven temperature of <inline-formula><mml:math id="M59" display="inline"><mml:mrow><mml:mi>T</mml:mi><mml:mo>=</mml:mo></mml:mrow></mml:math></inline-formula> 30 <inline-formula><mml:math id="M60" display="inline"><mml:msup><mml:mi/><mml:mo>∘</mml:mo></mml:msup></mml:math></inline-formula>C. Calibration curves were prepared in pure water. The
linearity was evaluated by preparing three curves with 10 calibration
points in the range 1–500 <inline-formula><mml:math id="M61" display="inline"><mml:mrow class="unit"><mml:mi mathvariant="normal">µ</mml:mi></mml:mrow></mml:math></inline-formula>g/L. The standard curves were then
extracted according to the protocol and analyzed using liquid chromatography with tandem mass spectrometry (LC-MS/MS). The
calculated linear regression values (<inline-formula><mml:math id="M62" display="inline"><mml:mrow><mml:msup><mml:mi>R</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:mrow></mml:math></inline-formula>) were very good, with
<inline-formula><mml:math id="M63" display="inline"><mml:mrow><mml:msup><mml:mi>R</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:mrow></mml:math></inline-formula>-values <inline-formula><mml:math id="M64" display="inline"><mml:mi mathvariant="italic">&gt;</mml:mi></mml:math></inline-formula> 0.999. The linearity between the peak area and
concentration of substances was obtained in a range of 0–5 <inline-formula><mml:math id="M65" display="inline"><mml:mrow class="unit"><mml:mi mathvariant="normal">µ</mml:mi></mml:mrow></mml:math></inline-formula>g L<inline-formula><mml:math id="M66" 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>. Hence limits of detection (LOD) and quantitation (LOQ) were
calculated with DINTEST (2003) according to DIN 32645 considering an
enrichment factor of 5000. LOD and LOQ amounted to 0.4 and 1.3 ng L<inline-formula><mml:math id="M67" 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> (boscalid), 0.3 and 0.9 ng L<inline-formula><mml:math id="M68" 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> (penconazole), 0.3 and 1.2 ng L<inline-formula><mml:math id="M69" 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>
(metazachlor), and 0.4 and 1.3 ng L<inline-formula><mml:math id="M70" 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> (flufenacet), as well as 0.6 and 2.2 ng L<inline-formula><mml:math id="M71" 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> (met-ESA) and 0.5 and 1.6 ng L<inline-formula><mml:math id="M72" 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> (met-OA) considering an
enrichment factor of 5000. A detailed analysis of measurement precision can
be found in the Supplement (Text S1).</p>
</sec>
<sec id="Ch1.S2.SS5">
  <label>2.5</label><title>Data analysis and calculations</title>
<sec id="Ch1.S2.SS5.SSS1">
  <label>2.5.1</label><title>Identification of patterns in input concentration</title>
      <p id="d1e1187">Identification of
patterns in input chemographs was done by <inline-formula><mml:math id="M73" display="inline"><mml:mi>k</mml:mi></mml:math></inline-formula>-medoids cluster analysis – a
variation of the commonly applied <inline-formula><mml:math id="M74" display="inline"><mml:mi>k</mml:mi></mml:math></inline-formula>-means algorithm. Both approaches
partition the elements of a dataset into a predefined number <inline-formula><mml:math id="M75" display="inline"><mml:mi>k</mml:mi></mml:math></inline-formula> of clusters
by attributing the elements to the cluster with the nearest cluster center.
Optimal clustering is achieved by iteratively updating cluster centers and
minimizing distance between data points and cluster centers. <inline-formula><mml:math id="M76" display="inline"><mml:mi>K</mml:mi></mml:math></inline-formula>-medoids
differs from <inline-formula><mml:math id="M77" display="inline"><mml:mi>k</mml:mi></mml:math></inline-formula>-means as it uses existing points (medoids) as cluster centers
instead of means and is considered more robust against extreme values and
outliers (Han et al., 2012). A total of 58 concentration sequences were
included in the analysis, consisting of 10 sequences per target compound,
except for flufenacet which did not exceed LOQ in two events. Prior to
cluster analysis, data were normalized by the maximum of each chemograph to
ensure that clusters reflected differences in shape, not in
absolute concentration. The analysis was done using R software (R Core
Team, 2019) (version 3.6.1) using the “pam” (partitioning around medoids)
function from the “cluster” package (version 2.1.0) (Maechler et al., 2019).
We tested clustering for <inline-formula><mml:math id="M78" display="inline"><mml:mi>k</mml:mi></mml:math></inline-formula> ranging between 2 and 10; the final number was
determined by both visual inspection of the clusters and assessment of
explanatory benefit per additional cluster (elbow method). As a result we
found that <inline-formula><mml:math id="M79" display="inline"><mml:mrow><mml:mi>k</mml:mi><mml:mo>=</mml:mo></mml:mrow></mml:math></inline-formula> 4 resulted in the best partition.</p>
</sec>
<sec id="Ch1.S2.SS5.SSS2">
  <label>2.5.2</label><title>Contaminant mitigation</title>
      <p id="d1e1251">Contaminant retention was assessed in terms of both peak-concentration
reduction rate (<inline-formula><mml:math id="M80" display="inline"><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">C</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>) and mass removal rate (<inline-formula><mml:math id="M81" display="inline"><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">M</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>). <inline-formula><mml:math id="M82" display="inline"><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">C</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> was
calculated in accordance with other studies (Eq. 2), e.g., Elsaesser et al. (2011), Stehle et al. (2011), and Passeport et al. (2013):
              <disp-formula id="Ch1.E1" content-type="numbered"><label>1</label><mml:math id="M83" display="block"><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">C</mml:mi></mml:msub><mml:mo>=</mml:mo><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mrow><mml:msub><mml:mi>C</mml:mi><mml:mrow><mml:mi mathvariant="normal">in</mml:mi><mml:mo>,</mml:mo><mml:mi mathvariant="normal">max</mml:mi></mml:mrow></mml:msub><mml:mo>-</mml:mo><mml:msub><mml:mi>C</mml:mi><mml:mrow><mml:mi mathvariant="normal">out</mml:mi><mml:mo>,</mml:mo><mml:mi mathvariant="normal">max</mml:mi></mml:mrow></mml:msub></mml:mrow><mml:mrow><mml:msub><mml:mi>C</mml:mi><mml:mrow><mml:mi mathvariant="normal">in</mml:mi><mml:mo>,</mml:mo><mml:mi mathvariant="normal">max</mml:mi></mml:mrow></mml:msub></mml:mrow></mml:mfrac></mml:mstyle><mml:mo>⋅</mml:mo><mml:mn mathvariant="normal">100</mml:mn><mml:mspace linebreak="nobreak" width="0.125em"/><mml:mi mathvariant="italic">%</mml:mi><mml:mo>,</mml:mo></mml:mrow></mml:math></disp-formula>
            where <inline-formula><mml:math id="M84" display="inline"><mml:mrow><mml:msub><mml:mi>C</mml:mi><mml:mrow><mml:mi mathvariant="normal">in</mml:mi><mml:mo>,</mml:mo><mml:mi mathvariant="normal">max</mml:mi></mml:mrow></mml:msub></mml:mrow></mml:math></inline-formula> and <inline-formula><mml:math id="M85" display="inline"><mml:mrow><mml:msub><mml:mi>C</mml:mi><mml:mrow><mml:mi mathvariant="normal">out</mml:mi><mml:mo>,</mml:mo><mml:mi mathvariant="normal">max</mml:mi></mml:mrow></mml:msub></mml:mrow></mml:math></inline-formula> are peak concentrations recorded
at the inlet and outlet sampling points, respectively. <inline-formula><mml:math id="M86" display="inline"><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">M</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> was
calculated analogously from the input (<inline-formula><mml:math id="M87" display="inline"><mml:mrow><mml:msub><mml:mi>M</mml:mi><mml:mi mathvariant="normal">in</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>) and output contaminant mass
(<inline-formula><mml:math id="M88" display="inline"><mml:mrow><mml:msub><mml:mi>M</mml:mi><mml:mi mathvariant="normal">out</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>):
              <disp-formula id="Ch1.E2" content-type="numbered"><label>2</label><mml:math id="M89" display="block"><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">M</mml:mi></mml:msub><mml:mo>=</mml:mo><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mrow><mml:msub><mml:mi>M</mml:mi><mml:mi mathvariant="normal">in</mml:mi></mml:msub><mml:mo>-</mml:mo><mml:msub><mml:mi>M</mml:mi><mml:mi mathvariant="normal">out</mml:mi></mml:msub></mml:mrow><mml:mrow><mml:msub><mml:mi>M</mml:mi><mml:mi mathvariant="normal">in</mml:mi></mml:msub></mml:mrow></mml:mfrac></mml:mstyle><mml:mo>⋅</mml:mo><mml:mn mathvariant="normal">100</mml:mn><mml:mspace width="0.125em" linebreak="nobreak"/><mml:mi mathvariant="italic">%</mml:mi><mml:mo>.</mml:mo></mml:mrow></mml:math></disp-formula></p>
      <p id="d1e1453">Contaminant masses were calculated from discharge at G1 and G2 and linearly
interpolated contaminant concentrations.<?pagebreak page501?> As water level data from G2 showed
evidence of inaccuracy during low flows as a result of the rectangular shape
of the measuring cross-section at G2, we did not assess mass removal during
stationary flow conditions. As we did not sample the wetland sediments or
plants, the mass removal rate calculated following the above procedure
describes the relative difference of dissolved contaminant mass entering and
leaving the wetland within the duration of the sampling procedure. It is
therefore not independent of the wetland's water balance:
              <disp-formula id="Ch1.E3" content-type="numbered"><label>3</label><mml:math id="M90" display="block"><mml:mrow><mml:msub><mml:mi>W</mml:mi><mml:mi mathvariant="normal">B</mml:mi></mml:msub><mml:mo>=</mml:mo><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mrow><mml:msub><mml:mi>Q</mml:mi><mml:mrow><mml:mi mathvariant="normal">in</mml:mi><mml:mo>,</mml:mo><mml:mi mathvariant="normal">mean</mml:mi></mml:mrow></mml:msub><mml:mo>-</mml:mo><mml:msub><mml:mi>Q</mml:mi><mml:mrow><mml:mi mathvariant="normal">out</mml:mi><mml:mo>,</mml:mo><mml:mi mathvariant="normal">mean</mml:mi></mml:mrow></mml:msub></mml:mrow><mml:mrow><mml:msub><mml:mi>Q</mml:mi><mml:mrow><mml:mi mathvariant="normal">in</mml:mi><mml:mo>,</mml:mo><mml:mi mathvariant="normal">mean</mml:mi></mml:mrow></mml:msub></mml:mrow></mml:mfrac></mml:mstyle><mml:mo>⋅</mml:mo><mml:mn mathvariant="normal">100</mml:mn><mml:mspace width="0.125em" linebreak="nobreak"/><mml:mi mathvariant="italic">%</mml:mi><mml:mo>,</mml:mo></mml:mrow></mml:math></disp-formula>
            where <inline-formula><mml:math id="M91" display="inline"><mml:mrow><mml:msub><mml:mi>Q</mml:mi><mml:mrow><mml:mi mathvariant="normal">in</mml:mi><mml:mo>,</mml:mo><mml:mi mathvariant="normal">mean</mml:mi></mml:mrow></mml:msub></mml:mrow></mml:math></inline-formula> and <inline-formula><mml:math id="M92" display="inline"><mml:mrow><mml:msub><mml:mi>Q</mml:mi><mml:mrow><mml:mi mathvariant="normal">out</mml:mi><mml:mo>,</mml:mo><mml:mi mathvariant="normal">mean</mml:mi></mml:mrow></mml:msub></mml:mrow></mml:math></inline-formula> are the discharge at G1 and G2,
respectively, averaged over the duration of the sampling procedure at both
gauges. <inline-formula><mml:math id="M93" display="inline"><mml:mrow><mml:msub><mml:mi>W</mml:mi><mml:mi mathvariant="normal">B</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> was positive if more water entered the wetland than left
the wetland during the sampling procedure and negative in the opposite
case.</p>
</sec>
<sec id="Ch1.S2.SS5.SSS3">
  <label>2.5.3</label><title>Dispersion sensitivity of chemographs</title>
      <p id="d1e1565">We defined a dispersion sensitivity index as follows:</p>
      <p id="d1e1568"><disp-formula id="Ch1.E4" content-type="numbered"><label>4</label><mml:math id="M94" display="block"><mml:mrow><mml:msub><mml:mi>i</mml:mi><mml:mi mathvariant="normal">DS</mml:mi></mml:msub><mml:mo>=</mml:mo><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mrow><mml:msub><mml:mi>C</mml:mi><mml:mrow><mml:mi mathvariant="normal">in</mml:mi><mml:mo>,</mml:mo><mml:mi mathvariant="normal">max</mml:mi></mml:mrow></mml:msub><mml:mo>-</mml:mo><mml:msub><mml:mi>C</mml:mi><mml:mrow><mml:mi mathvariant="normal">in</mml:mi><mml:mo>,</mml:mo><mml:mi>n</mml:mi></mml:mrow></mml:msub></mml:mrow><mml:mrow><mml:msub><mml:mi>C</mml:mi><mml:mrow><mml:mi mathvariant="normal">in</mml:mi><mml:mo>,</mml:mo><mml:mi mathvariant="normal">max</mml:mi></mml:mrow></mml:msub></mml:mrow></mml:mfrac></mml:mstyle><mml:mo>,</mml:mo></mml:mrow></mml:math></disp-formula>
            where <inline-formula><mml:math id="M95" display="inline"><mml:mrow><mml:msub><mml:mi>C</mml:mi><mml:mrow><mml:mi mathvariant="normal">in</mml:mi><mml:mo>,</mml:mo><mml:mi>n</mml:mi></mml:mrow></mml:msub></mml:mrow></mml:math></inline-formula> is the concentration in the last sample, and <inline-formula><mml:math id="M96" display="inline"><mml:mrow><mml:msub><mml:mi>C</mml:mi><mml:mrow><mml:mi mathvariant="normal">in</mml:mi><mml:mo>,</mml:mo><mml:mi mathvariant="normal">max</mml:mi></mml:mrow></mml:msub></mml:mrow></mml:math></inline-formula> is the peak concentration of a chemograph recorded at the inlet of the VTS (G1). In other words, <inline-formula><mml:math id="M97" display="inline"><mml:mrow><mml:msub><mml:mi>i</mml:mi><mml:mi mathvariant="normal">DS</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> represents the fraction of the concentration
peak that can potentially be flattened by dispersion.</p>
</sec>
</sec>
</sec>
<sec id="Ch1.S3">
  <label>3</label><title>Results</title>
<sec id="Ch1.S3.SS1">
  <label>3.1</label><title>Contaminant mobilization</title>
      <p id="d1e1681">Contaminant concentrations in stream water (G1) differed clearly depending
on the flow conditions (Fig. 2). During stationary
flow, concentrations of boscalid and the TPs of metazachlor ranged in the
order of tens of nanograms, while penconazole, metazachlor, and flufenacet
only occasionally exceeded the LQ. During discharge events in contrast, peak
concentrations varied from a few nanograms (flufenacet) to several
milligrams per liter (boscalid), spanning a range of 6 orders of magnitude.
Concentration increase during events compared to stationary flow was
different among the compounds. Median concentration of boscalid increased by
a factor of 48, while concentrations of met-ESA and met-OA only increased
by a factor of 3 and 5, respectively. Similar patterns were found for
contaminant mass. Contaminant mass mobilized in the catchment during
discharge events ranged from several hundreds of micrograms (flufenacet) to
several hundreds of milligrams (boscalid) and even several grams in
exceptional cases (boscalid, metazachlor). Based on compound medians, about
76 times more boscalid but only about 4 times more met-OA were transported
during discharge events than during an equally long period under stationary
flow conditions.</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F2"><?xmltex \currentcnt{2}?><?xmltex \def\figurename{Figure}?><label>Figure 2</label><caption><p id="d1e1686">Peak concentrations at G1 during stationary flow <bold>(a)</bold> and flow
events <bold>(b)</bold> as well as contaminant mass flux during stationary flow <bold>(c)</bold> and
transported mass per event <bold>(d)</bold>. Boxplots indicate median and interquartile
range (IQR). Whiskers indicate extreme points within 1.5 times the IQR from
the boxes, and circles indicate points outside this range.</p></caption>
          <?xmltex \igopts{width=236.157874pt}?><graphic xlink:href="https://hess.copernicus.org/articles/25/497/2021/hess-25-497-2021-f02.png"/>

        </fig>

      <p id="d1e1707">The 10 events were characterized by different discharge magnitudes and
dynamics (Fig. 3). Mean discharge during the
events ranged between 0.7 (E10) and 32.0 L s<inline-formula><mml:math id="M98" 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> (E2), with respective
peak values between 4.4 (E10) and 199.7 L s<inline-formula><mml:math id="M99" 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> (E2). The recorded event
hydrographs included events with one single discharge peak (E4, E5, E6,
E10), with one major peak followed by one or more secondary peaks (E2, E3,
E7, E9), and events in which a major peak followed an earlier smaller peak
(E1, E8). In most cases discharge had recessed to pre-event levels by the
end of the 12 h sampling procedure; only E1 and E2 showed ongoing flow
recession. In many cases, concentrations in the final event samples were
still elevated compared to pre-event conditions. However, due to flow
recession, mass flux was usually very low by the time the last sample was
collected (Fig. S1).</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F3" specific-use="star"><?xmltex \currentcnt{3}?><?xmltex \def\figurename{Figure}?><label>Figure 3</label><caption><p id="d1e1737">Contaminant concentration at the inlet gauge G1 and the outlet
gauge G2 of the six target compounds during 10 discharge events. Data points
represent means of duplicate samples and standard deviation (error bars).</p></caption>
          <?xmltex \igopts{width=497.923228pt}?><graphic xlink:href="https://hess.copernicus.org/articles/25/497/2021/hess-25-497-2021-f03.png"/>

        </fig>

</sec>
<sec id="Ch1.S3.SS2">
  <label>3.2</label><title>Patterns in chemographs</title>
      <p id="d1e1754">Cluster A (Fig. 4) was characterized by absence of
a clear peak during the first 2 h of sampling but elevated
concentrations during later times, resulting in low <inline-formula><mml:math id="M100" display="inline"><mml:mrow><mml:msub><mml:mi>i</mml:mi><mml:mi mathvariant="normal">DS</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>. Cluster B
showed a quick response; i.e., concentrations increased sharply within the
first 30 min. Concentrations were the highest of all clusters and still
elevated in the last sample compared to pre-event levels. Cluster C was
characterized by a clear peak within the first 2 h and a low tailing
and was the cluster with highest median <inline-formula><mml:math id="M101" display="inline"><mml:mrow><mml:msub><mml:mi>i</mml:mi><mml:mi mathvariant="normal">DS</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>. Cluster D showed the most
inconsistent pattern, and maximum concentrations appeared later compared to
clusters B and C. A relatively clear pattern was evident in the attribution
of compounds to the clusters. Chemographs of the fungicides boscalid and
penconalzole were mainly assigned to cluster B, while the herbicides and the
TPs were assigned to the remaining three clusters. Cluster A was composed of
herbicide and TP chemographs, particularly from events with multiple
discharge peaks. Cluster D represented chemographs of herbicides and TPs
mainly during the events E5 to E8, which were all characterized by sharp
discharge peaks during periods of generally low<?pagebreak page503?> flow
(Fig. 3). Almost all chemographs of the events E2
and E4 were attributed to cluster C.</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F4"><?xmltex \currentcnt{4}?><?xmltex \def\figurename{Figure}?><label>Figure 4</label><caption><p id="d1e1781">Clustered event chemographs as well as maximum input
concentration, dispersion sensitivity index, and attribution of compounds
and events to the different clusters.</p></caption>
          <?xmltex \igopts{width=199.169291pt}?><graphic xlink:href="https://hess.copernicus.org/articles/25/497/2021/hess-25-497-2021-f04.png"/>

        </fig>

</sec>
<sec id="Ch1.S3.SS3">
  <label>3.3</label><title>Contaminant mitigation in the wetland</title>
      <p id="d1e1798">Contaminants were mitigated in the wetland in terms of both <inline-formula><mml:math id="M102" display="inline"><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">C</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> (Eq. 1)
and <inline-formula><mml:math id="M103" display="inline"><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">M</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> (Eq. 2). <inline-formula><mml:math id="M104" display="inline"><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">C</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> (Fig. 5a) was close to
zero for boscalid and poorly constrained for the remaining compounds during
stationary conditions, partly due to an insufficient number of detections.
During discharge events, in contrast, peak concentrations of all compounds
were clearly reduced. While <inline-formula><mml:math id="M105" display="inline"><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">C</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> was narrowly constrained for the
fungicides and herbicides, TPs exhibited higher variability. Mean <inline-formula><mml:math id="M106" display="inline"><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">C</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>
and corresponding standard deviations were 29.8 <inline-formula><mml:math id="M107" display="inline"><mml:mo>±</mml:mo></mml:math></inline-formula> 18.4 %
(boscalid), 42.1 <inline-formula><mml:math id="M108" display="inline"><mml:mo>±</mml:mo></mml:math></inline-formula> 11.5 % (penconazole), 47.9 <inline-formula><mml:math id="M109" display="inline"><mml:mo>±</mml:mo></mml:math></inline-formula> 16.4 %
(metazachlor), 53.8 <inline-formula><mml:math id="M110" display="inline"><mml:mo>±</mml:mo></mml:math></inline-formula> 22.6 % (flufenacet), 29.5 <inline-formula><mml:math id="M111" display="inline"><mml:mo>±</mml:mo></mml:math></inline-formula> 84.7 %
(met-ESA), and 47.9 <inline-formula><mml:math id="M112" display="inline"><mml:mo>±</mml:mo></mml:math></inline-formula> 29.5 % (met-OA), respectively. <inline-formula><mml:math id="M113" display="inline"><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">C</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> was
clearly different among chemograph clusters, with the lowest values in cluster A
and highest values in cluster D (Fig. 5b).
Moreover, <inline-formula><mml:math id="M114" display="inline"><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">C</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> was higher for the lower half of peak concentrations than
for the upper half (Fig. 5c) and systematically
increased with dispersion sensitivity (Fig. 5d).
<inline-formula><mml:math id="M115" display="inline"><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">C</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> was also related to discharge conditions. Highest <inline-formula><mml:math id="M116" display="inline"><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">C</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> values
were reached when mean discharge was low (Fig. 5e) but the ratio of maximum to mean discharge was elevated
(Fig. 5f), i.e., in events characterized by low
pre-event discharge and sharp discharge peaks (in particular events
attributed to cluster D in Fig. 4). Although there
was evidence for major water surpluses and deficits in the event water
balance between G1 and G2, particularly in events with low discharge such as
events E6 and E10, an imbalanced water balance had only minor effects on
<inline-formula><mml:math id="M117" display="inline"><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">C</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> (Fig. 5g). We did not find clear
relationships between <inline-formula><mml:math id="M118" display="inline"><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">C</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> and compound properties such as Kf<inline-formula><mml:math id="M119" display="inline"><mml:msub><mml:mi/><mml:mi mathvariant="normal">OC</mml:mi></mml:msub></mml:math></inline-formula>,
water solubility, or soil half-life (Fig. 5h–j).</p>
      <p id="d1e1976">Relative mass removal during discharge events (Fig. 6a) resulted in smaller rates and higher variability compared to <inline-formula><mml:math id="M120" display="inline"><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">C</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>.
Mean <inline-formula><mml:math id="M121" display="inline"><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">M</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> and corresponding standard deviations were 7.7 <inline-formula><mml:math id="M122" display="inline"><mml:mo>±</mml:mo></mml:math></inline-formula> 29.6 % (boscalid), 17.3 <inline-formula><mml:math id="M123" display="inline"><mml:mo>±</mml:mo></mml:math></inline-formula> 26.0 % (penconazole), 18.1 <inline-formula><mml:math id="M124" display="inline"><mml:mo>±</mml:mo></mml:math></inline-formula> 27.8 % (metazachlor), 27.0 <inline-formula><mml:math id="M125" display="inline"><mml:mo>±</mml:mo></mml:math></inline-formula> 28.1 % (flufenacet), 35.2 <inline-formula><mml:math id="M126" display="inline"><mml:mo>±</mml:mo></mml:math></inline-formula> 68.4 % (met-ESA), and 44.0 <inline-formula><mml:math id="M127" display="inline"><mml:mo>±</mml:mo></mml:math></inline-formula> 28.7 % (met-OA). These values show that
mass removal was limited for most compounds. Although the general pattern in
<inline-formula><mml:math id="M128" display="inline"><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">M</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> for the different compounds was similar to <inline-formula><mml:math id="M129" display="inline"><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">C</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>, behavior of
<inline-formula><mml:math id="M130" display="inline"><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">M</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> among the chemograph clusters was different. While <inline-formula><mml:math id="M131" display="inline"><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">C</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> increased
from cluster A to cluster B and C, <inline-formula><mml:math id="M132" display="inline"><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">M</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> decreased
(Fig. 6b). Cluster D exhibited high values of both
<inline-formula><mml:math id="M133" display="inline"><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">C</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> and <inline-formula><mml:math id="M134" display="inline"><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">M</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>. No clear response was found to different levels of
input mass (Fig. 6c); however, median <inline-formula><mml:math id="M135" display="inline"><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">M</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> was
lowest when peaks in chemographs were sharpest
(Fig. 6d). This means the relationship of <inline-formula><mml:math id="M136" display="inline"><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">M</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>
to increasing sharpness of chemograph peaks was inverted compared to
<inline-formula><mml:math id="M137" display="inline"><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">C</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>. <inline-formula><mml:math id="M138" display="inline"><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">M</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> was not obviously related to discharge dynamics, neither to
mean discharge (Fig. 6e), nor to the ratio of
maximum to mean discharge (Fig. 6f). Disregarding
events with very low discharge (events E6 and E10), it seemed possible that
much of <inline-formula><mml:math id="M139" display="inline"><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">M</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> was the result of water imbalances during the events
(Fig. 6g). However, <inline-formula><mml:math id="M140" display="inline"><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">M</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> of most chemographs
plotted above the <inline-formula><mml:math id="M141" 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> line of <inline-formula><mml:math id="M142" display="inline"><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">M</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> and relative water balance, indicating
that <inline-formula><mml:math id="M143" display="inline"><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">M</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> was higher than water imbalance would explain. <inline-formula><mml:math id="M144" display="inline"><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">M</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> showed a
tendency to decrease with increasing Kf<inline-formula><mml:math id="M145" display="inline"><mml:msub><mml:mi/><mml:mi mathvariant="normal">OC</mml:mi></mml:msub></mml:math></inline-formula>
(Fig. 6h), but no clear pattern was found for
solubility (Fig. 6i) and soil half-life
(Fig. 6j).</p>

      <?xmltex \floatpos{p}?><fig id="Ch1.F5"><?xmltex \currentcnt{5}?><?xmltex \def\figurename{Figure}?><label>Figure 5</label><caption><p id="d1e2246">Contaminant peak concentration reduction in the wetland <bold>(a)</bold> during
stationary and event flow conditions and its relationship to chemograph
properties, discharge conditions, and physiochemical properties of the
target compounds. Chemograph properties include clustering <bold>(b)</bold>, peak
concentrations <bold>(c)</bold>, and ratio of concentrations during the peak and in the
tailing <bold>(d)</bold>. Discharge conditions include mean discharge at G1 <bold>(e)</bold>, ratio of
maximum to mean discharge at G1 <bold>(f)</bold>, and water balance between G1 and G2 <bold>(g)</bold>. Event numbers are shown for selected events. Compound properties
include the organic carbon sorption coefficient <bold>(h)</bold>, solubility in water <bold>(i)</bold>, and
soil half-life <bold>(j)</bold>.</p></caption>
          <?xmltex \igopts{width=241.848425pt}?><graphic xlink:href="https://hess.copernicus.org/articles/25/497/2021/hess-25-497-2021-f05.png"/>

        </fig>

      <?xmltex \floatpos{p}?><fig id="Ch1.F6"><?xmltex \currentcnt{6}?><?xmltex \def\figurename{Figure}?><label>Figure 6</label><caption><p id="d1e2289">Contaminant mass removal in the wetland <bold>(a)</bold> during event flow
conditions and its relationship to chemograph properties, discharge
conditions, and physiochemical properties of the target compounds.
Chemograph properties include clustering <bold>(b)</bold>, peak concentrations <bold>(c)</bold>, and
ratio of concentrations during the peak and in the tailing <bold>(d)</bold>. Discharge
conditions include mean discharge at G1 <bold>(e)</bold>, ratio of maximum to mean
discharge at G1 <bold>(f)</bold>, and water balance between G1 and G2 <bold>(g)</bold>. Event numbers
are shown for selected events. Compound properties include the organic carbon
sorption coefficient <bold>(h)</bold>, solubility in water <bold>(i)</bold>, and soil half-life <bold>(j)</bold>.</p></caption>
          <?xmltex \igopts{width=241.848425pt}?><graphic xlink:href="https://hess.copernicus.org/articles/25/497/2021/hess-25-497-2021-f06.png"/>

        </fig>

</sec>
</sec>
<sec id="Ch1.S4">
  <label>4</label><title>Discussion</title>
<sec id="Ch1.S4.SS1">
  <label>4.1</label><title>Monitoring setup and associated uncertainties</title>
      <?pagebreak page505?><p id="d1e2346">Regarding chemographs and calculation of <inline-formula><mml:math id="M146" display="inline"><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">C</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>, uncertainties arose from
timing and frequency of sampling and analytical error and additionally from
discharge measurement when calculating masses and <inline-formula><mml:math id="M147" display="inline"><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">M</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>. Analytical
methods used in this study usually produced very consistent results so that
variability in concentrations of parent compounds in duplicate samples was
low (SD <inline-formula><mml:math id="M148" display="inline"><mml:mi mathvariant="italic">&lt;</mml:mi></mml:math></inline-formula> 10 %). However, in individual samples collected at G1
analytical variability was elevated for met-ESA and met-OA
(Fig. 3), reducing confidence in concentrations
and the derived measures <inline-formula><mml:math id="M149" display="inline"><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">C</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> and <inline-formula><mml:math id="M150" display="inline"><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">M</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> of TPs in the affected
chemographs (E2, E5, E7, E8, E9). Uncertainty related to timing and
frequency of sampling can hardly be quantified but certainly depends on how
well the sampling intervals captured variability in concentrations during
flood events and how well the time lag between upstream and downstream
sampling matched the residence time of solutes in the wetland. Lefrancq et
al. (2017) assessed the effect of sampling frequency in pesticide
monitoring data collected during runoff from a single vineyard and found
that acute toxicity of pesticide flushes was underestimated by up to 4 times
when calculated from event means and by up to 30 times when calculated from
random samples. Although these data were collected on the plot scale, and we
assume that variability in our catchment is lower due to longer flow paths
and mixing processes on the catchment scale, uncertainty of the chemographs
in our study could have been reduced by increasing sampling frequency.
Regarding the timing of upstream and downstream sampling, there is evidence
that water residence time in the wetland was in fact shorter than 1 h.
The observation that for quickly responding compounds, such as boscalid,
concentration in the first sample at G2 was often elevated compared to the
first sample at G1 indicates that the contaminant flush had already reached
G2 when sampling started. This did not influence determination of
<inline-formula><mml:math id="M151" display="inline"><mml:mrow><mml:msub><mml:mi>C</mml:mi><mml:mrow><mml:mi mathvariant="normal">out</mml:mi><mml:mo>,</mml:mo><mml:mi mathvariant="normal">max</mml:mi></mml:mrow></mml:msub></mml:mrow></mml:math></inline-formula> and <inline-formula><mml:math id="M152" display="inline"><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">C</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> in the outlet of the wetland, as concentrations
were still rising from the first to the second sample
(Fig. 3). However, effects on <inline-formula><mml:math id="M153" display="inline"><mml:mrow><mml:msub><mml:mi>M</mml:mi><mml:mi mathvariant="normal">out</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> were
higher, since a relevant fraction of contaminant mass leaving the wetland
was not recorded and thereby caused overestimation of <inline-formula><mml:math id="M154" display="inline"><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">M</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> (Fig. S1).
Another source of uncertainty exclusively affecting contaminant mass and not
concentrations was the use of different gauging systems at G1 and G2.
Different shapes of the measurement cross-section (triangular at G1 and
rectangular at G2) caused G2 to be less precise and water imbalances on the
event scale, particularly when flow was low. Summarizing the setup
constraints above, we have high confidence that the experimental setup
produced realistic chemograph shapes and captured peak concentration
reasonably well but are less confident regarding contaminant loads.</p>
</sec>
<sec id="Ch1.S4.SS2">
  <label>4.2</label><title>Mobilization of contaminants and formation of distinct chemographs</title>
      <p id="d1e2458">Peak concentrations of mobilized contaminant flushes were different
depending on the compound. This may be due to the application of different
amounts and due to temporal patterns of application. The fact that maximum
concentrations of metazachlor and flufenacet in specific events exceeded
concentrations during most other events by a factor of more than 100
suggested application of these compounds shortly before the onset of runoff.
Despite highly variable application patterns, our cluster analysis resulted
in four groups with similar chemograph shape. Many factors have been shown
in literature to influence the mobilization of pesticides in catchments,
including catchment properties, event properties, and physiochemical compound
properties. As catchment properties, here we consider factors associated with
runoff generation such as catchment geometry, terrain slopes, and in
particular the delineation of areas where different compounds were applied.
The interplay of these factors defines hydrological activity and
connectivity (i.e., by shortcuts like roads and drainage pipes) of critical
source areas for different compounds (Doppler et al., 2012; Gomides Freitas
et al., 2008). Event properties include intensity and dynamics of rainfall
(Imfeld et al., 2020) and subsequent runoff (Doppler et al., 2014). Relevant
physiochemical compound properties are, e.g., mobility and degradability
(Gassmann et al., 2015).</p>
      <p id="d1e2461">These properties are reflected to varying degrees in the results of the
cluster analysis. Cluster A was characterized by a quick response and a
concentration plateau towards the end of sampling and was mainly composed of
TPs. The fact that concentration maxima in cluster A were delayed compared
to fungicides (cluster B), although their parent compounds were applied
closer to the stream in the flat valley bottoms, suggests that they were
transported with a slower flow component. Due to flatter terrain, surface
runoff played a less important role, and the main transport pathway was
subsurface flow. Where fields were undrained, however, transit time of water
from the infiltration point to the stream would likely exceed the temporal
scale of event sampling. Most of the water reaching the stream from the
fields in the valley during discharge events would therefore be pre-event
water, enriched in TPs formed in the soil, corresponding to the formation
site of TPs of the chloracetamide herbicides to which metazachlor belongs
(Mersie et al., 2004). Seepage of pre-event TP-rich water thus explains the
immediate response of chemographs in cluster A. The quick response was often
followed by a local concentration minimum between samples 2 and 5, i.e., between 30 min and 6 h after sampling was initialized. Coincidence of this
minimum with concentration peaks of fungicides might suggest dilution of TP
concentration by mixing with event water carrying high loads of fungicides
but fewer TPs of metazachlor.</p>
      <p id="d1e2464">Cluster B represented differences between fungicides and the remaining
compounds. Considering land use distribution in the studied catchment, it is
unclear whether this partition reflects different compound properties or
catchment properties or both. The fact that concentration in cluster B
quickly increased with discharge (within 30 min) is in line with fast
transport from the vineyard terraces to the stream via roads and drainage
pipes as described by Gassmann et al. (2012) for suspended solids in the
studied catchment. Along such<?pagebreak page506?> preferential pathways, compound properties,
such as sorption affinity, may be less important (Gomides Freitas et al.,
2008) compared to, e.g., percolation through the soil with intense contact to
sorption sites in the soil matrix. Moreover, fungicides are applied by
sprayers into the foliage and can drift to, e.g., paved surfaces from which
they can be quickly mobilized by subsequent rainfall (Lefrancq et al.,
2013). We therefore hypothesize that cluster B was mainly produced by
surface flushing and fast transport pathways of fungicides. This explained
the quick rise and subsequent decline in concentrations (concurrent with
plateaus produced by slower flow components in cluster A).</p>
      <p id="d1e2467">Cluster C was composed of chemographs of all compounds but mainly from
events E2 and E4, indicating event dependence. Two aspects were found to
support this idea. First, there was a secondary discharge peak in event 2
that did not contribute much in terms of contaminant concentration but
rather caused dilution and produced particularly flat chemograph tails.
Second, peaks of herbicides and TPs were less delayed compared to
fungicides. This may be the result of recent herbicide application and
active surface runoff in the flat valleys. Timing of pesticide application
was identified as the main export driver of currently used pesticides by
Imfeld et al. (2020), who performed a cluster analysis on rainfall data from
a headwater vineyard catchment. Based on the magnitude of discharge and
amount of mobilized contaminants (concentration of metazachlor <inline-formula><mml:math id="M155" display="inline"><mml:mo>≈</mml:mo></mml:math></inline-formula> 10 <inline-formula><mml:math id="M156" display="inline"><mml:mrow class="unit"><mml:mi mathvariant="normal">µ</mml:mi></mml:mrow></mml:math></inline-formula>g L<inline-formula><mml:math id="M157" 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>), both explanations seem plausible in event E2. Event E4,
however, did not show particularly high herbicide concentration, nor a
secondary discharge peak. Although it is obvious that chemograph shapes in
cluster C differed from the other clusters, unfortunately, the responsible
factors remain unclear.</p>
      <p id="d1e2498">Cluster D included chemographs of both herbicides and TPs and presented a
clear peak that was often defined by a single sample 2 h after the beginning
of the event. In contrast to cluster A, cluster D was characterized by a
single sharp discharge peak (except in event E7, where a second peak occurred
shortly after the first) and mainly included chemographs during periods of
low flow. Our interpretation is that cluster D represented flow events in
which no dilution of herbicide and TP fluxes by fungicide fluxes or
secondary discharge peaks occurred. Low pre-event discharge in cluster D
compared to cluster A may indicate low water levels, which may have caused a
slower response as no enriched pre-event water was released from the soils
in the valleys.</p>
      <p id="d1e2501">The unclear interpretation of cluster C suggests that we missed important
factors for the formation of chemographs. In fact, variables like spatial
distribution of rainfall or pesticide application rates and timing (Imfeld
et al., 2020) and possibly other factors likely influenced chemograph
shapes. Knowing all these variables would not change the results produced by
the clustering algorithm but rather increase our ability to interpret them.
Nevertheless, the cluster analysis helped us to explore how the catchment and
processes within it influenced concentration signals of mobilized
contaminants. Particularly, the analysis helped us to understand under what
conditions and for which pollutant sharp-peaked chemographs, associated with
high acute toxicity, can be expected. We therefore see a high potential of
this type of analysis for the identification of influential factors for
contaminant mobilization in other catchments, although these factors may not
be universal but catchment-dependent.</p>
</sec>
<sec id="Ch1.S4.SS3">
  <label>4.3</label><title>Mitigation efficiency and chemograph shape</title>
<sec id="Ch1.S4.SS3.SSS1">
  <label>4.3.1</label><title>Peak concentration reduction</title>
      <p id="d1e2519">We hypothesized that peak concentration reduction in the VTS will be highest
for chemographs with the sharpest peaks, i.e., for the chemographs that were
most sensitive to dispersion. And indeed we found a systematic relationship
between <inline-formula><mml:math id="M158" display="inline"><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">C</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> and both <inline-formula><mml:math id="M159" display="inline"><mml:mrow><mml:msub><mml:mi>i</mml:mi><mml:mi mathvariant="normal">DS</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> and chemograph clusters. Although the
relationship of clusters and <inline-formula><mml:math id="M160" display="inline"><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">C</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> largely reflected the relationship
between <inline-formula><mml:math id="M161" display="inline"><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">C</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> and <inline-formula><mml:math id="M162" display="inline"><mml:mrow><mml:msub><mml:mi>i</mml:mi><mml:mi mathvariant="normal">DS</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>, it is surprising that <inline-formula><mml:math id="M163" display="inline"><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">C</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> was clearly
highest in cluster D and not in cluster C, which presented better defined
peaks and slightly higher <inline-formula><mml:math id="M164" display="inline"><mml:mrow><mml:msub><mml:mi>i</mml:mi><mml:mi mathvariant="normal">DS</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> per cluster
(Fig. 4f). Critical inspection of input
chemographs shows that in several chemographs of TPs (met-ESA and met-OA in
event E4 and met-OA in event E8), elevated concentrations in the last samples
exhibited high analytical errors and did not appear in the outlet
chemograph. These dubious samples caused low <inline-formula><mml:math id="M165" display="inline"><mml:mrow><mml:msub><mml:mi>i</mml:mi><mml:mi mathvariant="normal">DS</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> but substantial
<inline-formula><mml:math id="M166" display="inline"><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">C</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> and thus contributed to variability in <inline-formula><mml:math id="M167" display="inline"><mml:mrow><mml:msub><mml:mi>i</mml:mi><mml:mi mathvariant="normal">DS</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> despite high values
of <inline-formula><mml:math id="M168" display="inline"><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">C</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> in cluster D. We therefore do not consider the deviation from the
expected cluster ordering to contradict our interpretation but to be the result of increased
uncertainty in cluster D, as mentioned earlier. In contrast, the hypothesized
relationship between RC and chemograph shape was demonstrated for both
<inline-formula><mml:math id="M169" display="inline"><mml:mrow><mml:msub><mml:mi>i</mml:mi><mml:mi mathvariant="normal">DS</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> and chemograph clusters, the latter of which also integrates shape
aspects that go beyond <inline-formula><mml:math id="M170" display="inline"><mml:mrow><mml:msub><mml:mi>i</mml:mi><mml:mi mathvariant="normal">DS</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>, e.g., timing of peaks. Overall, the values
of <inline-formula><mml:math id="M171" display="inline"><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">C</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> found in our study compare with field data from vegetated buffers
(Bundschuh et al., 2016; Stehle et al., 2011) and are in the range of those
found in vegetated stream mesocosms by Elsaesser et al. (2011) and Stang et
al. (2014), who both attributed most of the observed peak reduction to
dispersion.</p>
      <p id="d1e2678">In addition, we found relationships between <inline-formula><mml:math id="M172" display="inline"><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">C</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> and discharge
dynamics, i.e., <inline-formula><mml:math id="M173" display="inline"><mml:mrow><mml:msub><mml:mi>Q</mml:mi><mml:mi mathvariant="normal">mean</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> and ratio of <inline-formula><mml:math id="M174" display="inline"><mml:mrow><mml:msub><mml:mi>Q</mml:mi><mml:mi mathvariant="normal">max</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> to <inline-formula><mml:math id="M175" display="inline"><mml:mrow><mml:msub><mml:mi>Q</mml:mi><mml:mi mathvariant="normal">mean</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>. The influence
of discharge on <inline-formula><mml:math id="M176" display="inline"><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">C</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> may be twofold. First, increasing flow reduced
residence time and hydraulic efficiency; i.e., short circuiting reduced the
potential for dispersion and interaction with wetland sediments or plants.
Second, the fact that chemographs of events with high <inline-formula><mml:math id="M177" display="inline"><mml:mrow><mml:msub><mml:mi>Q</mml:mi><mml:mi mathvariant="normal">max</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> to
<inline-formula><mml:math id="M178" display="inline"><mml:mrow><mml:msub><mml:mi>Q</mml:mi><mml:mi mathvariant="normal">mean</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> ratios were attributed to cluster D suggests that discharge
dynamics influenced the shape of the chemograph at the wetland inlet. This
means the influence of discharge may also be indirect by promoting the
formation of sharp-peaked chemographs with high potential for peak
reduction.</p>
      <?pagebreak page507?><p id="d1e2759">In contrast to other studies, we did not find clear relationships of <inline-formula><mml:math id="M179" display="inline"><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">C</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>
to physiochemical properties of compounds such as sorption affinity
(Stehle et al., 2011; Vymazal and Březinová, 2015) or solubility
(Bundschuh et al., 2016). The absence of such relationships may partially be
due to the low number of different target compounds in our study (<inline-formula><mml:math id="M180" display="inline"><mml:mrow><mml:mi>n</mml:mi><mml:mo>=</mml:mo></mml:mrow></mml:math></inline-formula> 6).
However, given the short time lag between sampling at the inlet and outlet
of the wetland (<inline-formula><mml:math id="M181" display="inline"><mml:mrow><mml:mi mathvariant="normal">Δ</mml:mi><mml:mi>t</mml:mi><mml:mo>=</mml:mo></mml:mrow></mml:math></inline-formula> 1 h), it seems logical that no relevant
sorption or degradation occurred within this period. For comparison, in
batch experiments by Gaullier et al. (2018), adsorption equilibrium for
boscalid (the compound with the second highest Kf<inline-formula><mml:math id="M182" display="inline"><mml:msub><mml:mi/><mml:mi mathvariant="normal">OC</mml:mi></mml:msub></mml:math></inline-formula> in our study) was only
reached after 24 h. Despite the relatively narrowly confined <inline-formula><mml:math id="M183" display="inline"><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">C</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> values
of the parent compounds, we do not consider physiochemical compound
properties as major drivers of <inline-formula><mml:math id="M184" display="inline"><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">C</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> in our VTS.</p>
</sec>
<sec id="Ch1.S4.SS3.SSS2">
  <label>4.3.2</label><title>Contaminant mass removal</title>
      <p id="d1e2835">For <inline-formula><mml:math id="M185" display="inline"><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">M</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> we found a different pattern among the chemograph clusters than
for <inline-formula><mml:math id="M186" display="inline"><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">C</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>. <inline-formula><mml:math id="M187" display="inline"><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">M</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> was apparently higher in clusters A and D than in
clusters B and C. However, the clusters indicating substantial mass removal
were those with increased uncertainty regarding compound mass. Cluster A
often showed relevant mass flux at the end of sampling (and presumably
beyond) which we did not account for. Cluster D contained dubious data
points of TPs and poorly defined peaks outside the periods of high sampling
frequency. In addition, due to overestimation of solute travel time in the
wetland in the monitoring setup, the rising limp of the mass flux signal at
G2 was often not adequately captured by the sampling scheme, causing
underestimation of downstream event mass and overestimation of mass loss. In
absence of any clear relationship with compound properties, discharge
dynamics, or chemograph shape, this suggests that the assessment of
contaminant masses was subject to systematical errors and that the apparent
mass loss found in our study should therefore not be overinterpreted.</p>
      <p id="d1e2871">In earlier studies, Lange et al. (2011) and Schuetz et al. (2012) observed a
15 %–30 % mass loss of the fluorescent tracer sulforhodamine-B in the
wetland subsection of the current VTS. These results indicate a general
potential for sorption of organic compounds in this system but represent an
earlier succession state of the wetland and stationary flow conditions with
much longer residence times. Also in the current VTS, kinetic sorption of
contaminants may have occurred but sorption equilibrium was certainly not
reached (Gaullier et al., 2018). Thus the effect of sorption did not reach
its full potential. In fact, other studies reported limited mass removal in
wetlands with comparable residence times. Ramos et al. (2019) did not find
relevant <inline-formula><mml:math id="M188" display="inline"><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">M</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> in two surface flow wetlands, with residence times between
45 min and 6 h in England. In contrast, Passeport et al. (2013) found
<inline-formula><mml:math id="M189" display="inline"><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">M</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> between 45 % and 96 % in a constructed wetland with a
residence time of 66.5 h. However, their contaminant mass loss coincided
with loss of water (45 %). Mesocosm experiments by Elsaesser et al. (2011) and Stang et al. (2014) showed strong concentration reduction but
only very limited and temporary mass removal at residence times of a few
hours. In summary, these findings suggest that the potential for mass
removal in wetland systems like the one studied here is rather limited.
However, wetlands have been shown to reduce contaminant mass when residence
times are sufficiently long (Gregoire et al., 2009) or when they are operated in
batch mode (Tournebize et al., 2017; Moore et al., 2000; Maillard et al.,
2016).</p>
</sec>
</sec>
</sec>
<sec id="Ch1.S5" sec-type="conclusions">
  <label>5</label><title>Conclusions</title>
      <p id="d1e2906">In agreement with other studies, this investigation shows that VTSs with
short water residence times of up to several hours may cause substantial
reduction of peak concentrations of contaminants mobilized during discharge
events. This implies an efficient reduction of acute toxicity for receiving
aquatic ecosystems. In the present VTS, the reduction of concentration peaks
was mainly controlled by dispersion and was more pronounced for sharp-peaked
than for flat input chemographs. In contrast, contaminant mass loss was
rather limited, mainly due to the fact that short residence times did not
allow for considerable sorption or transformation. Clustering of chemographs
revealed that chemograph shapes were associated with source areas, input
pathways, and discharge dynamics. This highlighted the role of chemographs as
links between processes in catchments and in receiving aquatic systems. The
presented cluster analysis helped to understand why and for which pollutant
sharp-peaked chemographs could be expected. Such sharp-peaked chemographs
produce high acute toxicity in aquatic ecosystems but at the same time can
efficiently be mitigated in VTSs. While the factors controlling chemograph
shape may be different in different catchments, the effect dispersion exerts
on these signals is universal.</p>
</sec>

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

      <p id="d1e2913">Contaminant data used in this study are available in the Supplement.</p>
  </notes><app-group>
        <supplementary-material position="anchor"><p id="d1e2916">The supplement related to this article is available online at: <inline-supplementary-material xlink:href="https://doi.org/10.5194/hess-25-497-2021-supplement" xlink:title="zip">https://doi.org/10.5194/hess-25-497-2021-supplement</inline-supplementary-material>.</p></supplementary-material>
        </app-group><notes notes-type="authorcontribution"><title>Author contributions</title>

      <p id="d1e2925">JL planned the monitoring concept. JG performed the data analysis and
prepared most of the manuscript in cooperation with JL. OO and KK
facilitated the sample analysis, and OO wrote the section on analytical
methodology.</p>
  </notes><notes notes-type="competinginterests"><title>Competing interests</title>

      <p id="d1e2931">The authors declare that they have no conflict of interest.</p>
  </notes><ack><title>Acknowledgements</title><?pagebreak page508?><p id="d1e2937">The authors would like to thank two anonymous referees for valuable
comments and suggestions and Birgit Maria Müller for her commitment
during data collection.</p></ack><notes notes-type="financialsupport"><title>Financial support</title>

      <p id="d1e2942">This research has been supported by the German Federal Ministry of Education and Research (BMBF) (grant no. 02WRM1366B). The article processing charge was funded by the Baden-Württemberg Ministry of Science, Research and Art and  the University of Freiburg in the funding program Open Access Publishing.</p>
  </notes><notes notes-type="reviewstatement"><title>Review statement</title>

      <p id="d1e2948">This paper was edited by Erwin Zehe and reviewed by two anonymous referees.</p>
  </notes><ref-list>
    <title>References</title>

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<abstract-html><p>Pesticides may impact aquatic ecosystems when entering
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toxicity in a VTS is stronger for compounds with sharp-peaked chemographs,
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