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

    <article-meta>
      <article-id pub-id-type="doi">10.5194/hess-20-3493-2016</article-id><title-group><article-title>Using object-based geomorphometry for hydro-geomorphological analysis in a
Mediterranean research catchment</article-title>
      </title-group><?xmltex \runningtitle{Using object-based geomorphometry for hydro-geomorphological
analysis}?><?xmltex \runningauthor{D.~Guida et al.}?>
      <contrib-group>
        <contrib contrib-type="author" corresp="no" rid="aff1">
          <name><surname>Guida</surname><given-names>Domenico</given-names></name>
          
        </contrib>
        <contrib contrib-type="author" corresp="yes" rid="aff1">
          <name><surname>Cuomo</surname><given-names>Albina</given-names></name>
          <email>acuomo@unisa.it</email>
        </contrib>
        <contrib contrib-type="author" corresp="no" rid="aff2">
          <name><surname>Palmieri</surname><given-names>Vincenzo</given-names></name>
          
        </contrib>
        <aff id="aff1"><label>1</label><institution>Department of Civil Engineering, University of Salerno, Fisciano,
84084, Italy</institution>
        </aff>
        <aff id="aff2"><label>2</label><institution>ARCADIS, Agency for Soil Defense of the Campania Region, Naples, Italy</institution>
        </aff>
      </contrib-group>
      <author-notes><corresp id="corr1">Albina Cuomo (acuomo@unisa.it)</corresp></author-notes><pub-date><day>31</day><month>August</month><year>2016</year></pub-date>
      
      <volume>20</volume>
      <issue>9</issue>
      <fpage>3493</fpage><lpage>3509</lpage>
      <history>
        <date date-type="received"><day>11</day><month>February</month><year>2016</year></date>
           <date date-type="rev-request"><day>9</day><month>March</month><year>2016</year></date>
           <date date-type="rev-recd"><day>28</day><month>July</month><year>2016</year></date>
           <date date-type="accepted"><day>1</day><month>August</month><year>2016</year></date>
      </history>
      <permissions>
<license license-type="open-access">
<license-p>This work is licensed under a Creative Commons Attribution 3.0 Unported License. To view a copy of this license, visit <ext-link ext-link-type="uri" xlink:href="http://creativecommons.org/licenses/by/3.0/">http://creativecommons.org/licenses/by/3.0/</ext-link></license-p>
</license>
</permissions><self-uri xlink:href="https://hess.copernicus.org/articles/20/3493/2016/hess-20-3493-2016.html">This article is available from https://hess.copernicus.org/articles/20/3493/2016/hess-20-3493-2016.html</self-uri>
<self-uri xlink:href="https://hess.copernicus.org/articles/20/3493/2016/hess-20-3493-2016.pdf">The full text article is available as a PDF file from https://hess.copernicus.org/articles/20/3493/2016/hess-20-3493-2016.pdf</self-uri>


      <abstract>
    <p>The aim of the paper is to apply an object-based geomorphometric procedure to
define the runoff contribution areas and support a hydro-geomorphological
analysis of a 3 km<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:math></inline-formula> Mediterranean research catchment (southern Italy).
Daily and sub-hourly discharge and electrical conductivity data were
collected and recorded during a 3-year monitoring activity. Hydro-chemograph
analyses carried out on these data revealed a strong seasonal hydrological
response in the catchment that differed from the stormflow events that occur
in the wet periods and in dry periods. This analysis enabled us to define the
hydro-chemograph signatures related to increasing flood magnitude, which
progressively involves various runoff components (baseflow, subsurface flow
and surficial flow) and an increasing contributing area to discharge. Field
surveys and water table/discharge measurements carried out during a selected
storm event enabled us to identify and map specific runoff source areas with
homogeneous geomorphological units previously defined as hydro-geomorphotypes
(spring points, diffuse seepage along the main channel, seepage along the
riparian corridors, diffuse outflow from hillslope taluses and concentrate
sapping from colluvial hollows). Following the procedures previously proposed
and used by authors for object-based geomorphological mapping, a
hydro-geomorphologically oriented segmentation and classification was
performed with the eCognition (Trimble, Inc.) package. The best agreement
with the expert-based geomorphological mapping was obtained with weighted
plan curvature at different-sized windows. By combining the hydro-chemical
analysis and object-based hydro-geomorphotype map, the variability of the
contribution areas was graphically modeled for the selected event, which
occurred during the wet season, by using the log values of flow accumulation
that better fit the contribution areas. The results allow us to identify the
runoff component on hydro-chemographs for each time step and calculate a
specific discharge contribution from each hydro-geomorphotype. This kind of
approach could be useful when applied to similar, rainfall-dominated,
forested and no-karst catchments in the Mediterranean eco-region.</p>
  </abstract>
    </article-meta>
  </front>
<body>
      

<sec id="Ch1.S1" sec-type="intro">
  <title>Introduction</title>
      <p>In order to gain a better understanding of hydrology, it is essential to
study the complex interactions and linkages between watershed components,
such as drainage network, riparian corridors, headwaters, hillslopes and
aquifers and related processes operating at multiple scales (National
Research Council, 1999). Hydrological science plays an important and
fundamental role only when it provides an integrated knowledge and
understanding of the forms and processes that operate in watersheds at
multiple space–time scales in the landscape (Marcus et al., 2004). A useful
way of understanding the response of catchments to rainfall events is to
analyze stream discharge vs. rainfall per unit of time, plotted as a storm
flow hydrograph and hyetograph, respectively. In recent decades, hydrologists
have carried out numerous studies on catchment and hillslope hydrology in
order to define when, how and where runoff is produced and how it
progressively increases along the drainage network. Hydrologists generally
agree that following rainfall, new-event water components are added to the
old, pre-event water components through various hydrological mechanisms that
are generally referred to as baseflow components that are derived from deep
and shallow aquifers, thus expanding and reducing the runoff-contributing
areas (Betson, 1964). The most common general concept that explains the
above-mentioned hysteretic behavior is the variable source area (VSA)
concept. This concept was originally proposed by Hewlett (1961) and later
adopted by other authors (Dunne and Black, 1970; Dunne and Leopold, 1978;
Huang and Laften, 1996; Vander Kwaak and Loague, 2001; Zollweg et al., 1995,
Pionke et al., 1996). Despite its early formulation, it has provided the
hydrological background for more recent research studies (Lyon et al., 2004,
Easton et al., 2007, 2008; Buchanan et al., 2012; Moore et al., 1988; Barling
et al., 1994; Kwaad, 1991; Easton et al., 2010; White et al., 2011).
Contemporarily, the “hydro-geomorphic paradigm” was proposed by Sidle et
al. (2000) in order to discriminate the VSA hydrologic sources and pathways,
which refers to the connected hydro-geomorphic components of the catchments
(hollow, hillslope and riparian corridor). Within a more general program for
flood hazard assessment procedures, the hydro-geomorphic paradigm was used to
generalize at basin and regional scale in southern Italy by Cuomo (2012), by
means of hydro-geomorphology (Okunishi, 1991, 1994; Babar, 2005; Sidle and
Onda, 2004; Goerl et al., 2012). Cuomo (2012) introduced and applied a new
hydro-geomorphological basic unit, the <italic>hydro-geomorphotype</italic>, by using
the Salerno Geomorphological Mapping System (Dramis et al., 2011; Guida et
al., 2012, 2015) as a framework for object-based geomorphological mapping.
Based on the up-to-date and shared theoretical geomorphometric background
(Baatz and Schäpe, 2000; Dragut and Blaschke, 2006; van Asselen and
Seijmonsbergen, 2006; Anders et al., 2011; Dragut et al., 2013, 2014; Eisank
et al., 2014), this proposal is currently under experimental calibration as
an effective, object-based geomorphometric procedure for spatial
individuation, objective delimitation and automatic recognition of the
hydro-geomorphotypes from the perspective of an object-based distributed
hydrological modeling (Cuomo et al., 2012).</p>
      <p>Linking geomorphometry with hydrology towards hydro-geomorphology gives
consistency to the suggestion made by Peckham (2009) with the aim of
simplifying the issue of the computational cost and time of a fully
distributed model.</p>
      <p>In the past, many authors made extensive use of chemical and isotopic
tracers in order to separate the runoff components recorded in the
hydrographs and pinpoint distinctive sources and pathways by using the
geochemical and isotopic signature of water at parcel scale or for small
catchments (Klaus and McDonnell, 2013). However, applying only the
hydro-chemograph and isotopic separation methods to an experimental parcel
cannot provide sufficient information on the spatial distribution of runoff
sources and paths for basins as a whole, due to their spatial heterogeneity
structure and time process variability.</p>
      <p>Moreover, extensive use of the above-mentioned methods is more expensive and
time-consuming than the quantity and quality of the data collected and the
knowledge gained. As stated by Ladouche et al. (2001), with these methods
alone it is possible to identify the type, timing and volume of the runoff
components, but it is impossible to define the spatial origin and related
pathways during storm events accurately. In order to overcome these
difficulties and by following the general approach used by Latron and
Gallart (2007), we used an integrated, hydro-geomorphological approach for
studying a Mediterranean research catchment in southern Italy. This approach
is based on detailed geomorphological surveys, mapping and 3-year
hydro-chemical monitoring. It integrates a new procedure for identifying and
separating hydro-chemical runoff components and a geomorphometric application
for the objective delimitation of the source areas, where each runoff
component is generated (Cuomo and Guida, 2013; Guida and Cuomo, 2014).
Starting from these premises, the paper describes the study area as a
Mediterranean research catchment and presents the hydro-chemical data set
recorded during the monitoring activity carried out in the 2013–2014
calibration period. In the next section an original procedure is described
for determining the timing, type and hydro-chemical signature of the runoff
components involved during storm events. With the aim of spatially defining
these runoff sources, an object-based hydro-geomorphological map was then set
by hydrologically oriented segmentation and classification. Finally, the
results of combined hydro-chemical and object-based hydro-geomorphometric
analysis are discussed in order to determine the variability of the
contributing area during a significant storm event (see the storm event
hydro-chemical data set in the Supplement data).<?xmltex \hack{\vspace{-3mm}}?></p>
</sec>
<sec id="Ch1.S2">
  <title>Hydro-geomorphology and monitoring activity of the study area</title>
      <p>The study area is a forested and hilly catchment located in the Bussento
River drainage basin, the 3 km<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:math></inline-formula> Ciciriello catchment in the Cilento and
Vallo di Diano National Park–UNESCO Global Geopark, southern Italy (Fig. 1).</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F1" specific-use="star"><caption><p>Hydrogeological map of the Ciciriello Experimental Catchment and
location of the monitoring stations (modified from Cuomo and Guida, 2016).
Legend: bedrock lithology: Ma, marly clay and argillite Tertiary formation,
and base aquiclude; Ss, sandstone Miocene formation, and fractured general
aquifer; Mf, marl, interlayered and perched aquifer.</p></caption>
        <?xmltex \igopts{width=341.433071pt}?><graphic xlink:href="https://hess.copernicus.org/articles/20/3493/2016/hess-20-3493-2016-f01.png"/>

      </fig>

      <p>At the base the terrigenous bedrock is composed of a lower Tertiary,
marly-clayey formation passing in unconformity upward to middle Miocene,
westward-dipping sandstone strata and pelitic intervals. A lenticular 10 m
thick marly layer (“Fogliarina Marl”, as a geosite in the Geopark) outcrops
along the right-hand side of the valley. Regosols, regolite and gravelly
slope deposits up to 5 m thick cover the above-mentioned bedrock. The
mainstream bed, rectilinear and dipping strata subsequent to main faults is
incised in alluvial gravelly and smooth deposits and partly in bedrock; the
secondary streambed is exclusively in bedrock, subsequent to minor fault
systems. From a hydro-geomorphological perspective, the groundwater
circulation is controlled by the litho-structural arrangement of the
above-mentioned bedrock formations, where the marly-clayey formation
constitutes the local aquitard below the sandstone aquifer. The westward
dipping of the permeability boundary causes a general westward groundwater
flow, convergent toward the lower apex of the wedge-like hydro-structures
(“hydro-wedge” in Cascini at al., 2008 and Cuomo and Guida,
2016), where the main permanent
springs are located. In the headwaters, colluvial hollows are situated at the
bottom of the zero-order basins, and are considered to be the main headwater
hydro-geomorphotypes by Cuomo (2012), where dominant saturation excess runoff
occurs mainly during the wet season. The streamflow of both permanent springs
from the bedrock aquifers and seasonal springs from colluvial headwater
increase down valley.</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F2" specific-use="star"><caption><p>Plot of the hydro-chemograph data set recorded at the main
monitoring station (BS16_01) and the 10 min rainfall plot at the Sanza rain
gauge (from Cuomo and Guida, 2016). Legend: numbers indicate the selected events; horizontal lines are
representative of the reference parameter ranges; black dashed-double dot
lines indicate EC maxima in the dry period; the black dashed-dot line
represents EC minimum during the dry period; the black dashed line indicates
EC maxima in the wet period; the black dotted line represents an EC minimum
in the wet period; the gray dashed line indicates the <inline-formula><mml:math display="inline"><mml:mi>Q</mml:mi></mml:math></inline-formula> minima in the wet
period; the gray dotted line indicates the average <inline-formula><mml:math display="inline"><mml:mi>Q</mml:mi></mml:math></inline-formula> maximum in the wet
period; finally, the gray dashed-dot curve indicates the theoretical annual
baseflow curve of the catchment during the period under consideration.</p></caption>
        <?xmltex \igopts{width=412.564961pt}?><graphic xlink:href="https://hess.copernicus.org/articles/20/3493/2016/hess-20-3493-2016-f02.png"/>

      </fig>

      <?xmltex \floatpos{t}?><fig id="Ch1.F3" specific-use="star"><caption><p>Flow chart procedure for identifying contributing areas.</p></caption>
        <?xmltex \igopts{width=441.017717pt}?><graphic xlink:href="https://hess.copernicus.org/articles/20/3493/2016/hess-20-3493-2016-f03.png"/>

      </fig>

      <p>From December 2012, water depth (<inline-formula><mml:math display="inline"><mml:mi>D</mml:mi></mml:math></inline-formula>), discharge (<inline-formula><mml:math display="inline"><mml:mi>Q</mml:mi></mml:math></inline-formula>) and specific
electrical conductivity (we used either sEC or EC in the following) were
measured daily at the main station, hourly during the floods and weekly at
the sub-stations during the inter-storm periods (Fig. 1). The <inline-formula><mml:math display="inline"><mml:mi>Q</mml:mi></mml:math></inline-formula>
measurements were obtained with the Swoffer 3000 current meter (Swoffer Inc.,
USA), and the EC parameter was measured with multi-parametric probe HI9828
(Hanna Instruments Inc., Romania). The monitoring year 2013–2014 (Fig. 2)
provided a complete hydro-chemical data set, which enabled us to carry out
the analysis at seasonal and event timescales (Cuomo and Guida, 2014).</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F4" specific-use="star"><caption><p><bold>(a)</bold> The V-notch weir at the BS16_01_01dx and <bold>(b)</bold> stations.</p></caption>
        <?xmltex \igopts{width=284.527559pt}?><graphic xlink:href="https://hess.copernicus.org/articles/20/3493/2016/hess-20-3493-2016-f04.png"/>

      </fig>

</sec>
<sec id="Ch1.S3">
  <title>Hydro-geomorphological procedure for the contributing areas' individuation</title>
      <p>The contributing area is a dynamic hydrological concept because it may vary
seasonally. The extension of the contributing area is strongly influenced by
various static factors such as topography and soils, and dynamic factors such
as antecedent moisture conditions, rainfall characteristics (Dunne and Black,
1970) and vegetation
cover.<?xmltex \hack{\newpage}?></p>
      <p>In the following sections, an integrated procedure is proposed that uses
simple geomorphometric tools to take into account various hydrological and
geomorphological factors that cause time–space runoff variability in the
catchment case study.</p>
      <p>The flowchart in Fig. 3 shows the three integrated approaches used in the
application.</p>
      <p>The first approach on the left-hand side highlights the expert-based
activities by geomorphological surveys and direct monitoring carried out at
basin scale before and during the application event and the derivation of
traditional, hand-drawn, expert-based geomorphological maps. The
field-oriented flow accumulation scenarios were obtained from data collected
at the control points (Fig. 1) for each event time step (five time steps) and
each hydro-geomorphotype and by using the flow accumulation map derived from
the second step described below. The expert-based activities are illustrated
in Sect. 3.1. The second approach (see the flowchart in the center) shows the
geomorphometric routine activities carried out during the application, as
illustrated in Sect. 3.2. Starting from the topographic data source, a
hydrologically corrected DEM was obtained and the log of the flow
accumulation map was derived, which was reclassified in the first approach in
order to obtain the best agreement with the field evidence highlighted during
the storm event at each hydro-geomorphotype. The field-oriented flow
accumulation maps were obtained as a proxy for the contributing area
scenarios. As better explained in Sect. 3.2, after five elaboration steps,
the geomorphometric analysis provided us with the object-based
hydro-geomorphological map of the catchment, quantitatively defining the
spatial extension of the basic hydro-geomorphotypes. The hydro-geomorphotype
map was calibrated with the hydro-chemical analysis illustrated in Sect. 3.3
and was then overlaid with the five contributing area scenarios, thus
obtaining the final hydro-geomorphological scenarios maps.</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F5" specific-use="star"><caption><p>Measurements at 12:00 in the dirt road point
controls <bold>(a)</bold> and the soil pipe <bold>(b)</bold> with respective EC
values.</p></caption>
        <?xmltex \igopts{width=284.527559pt}?><graphic xlink:href="https://hess.copernicus.org/articles/20/3493/2016/hess-20-3493-2016-f05.png"/>

      </fig>

      <?xmltex \floatpos{t}?><fig id="Ch1.F6" specific-use="star"><caption><p><bold>(a)</bold> Hydro-chemograph plot of the 29–31 January 2015 storm event and
related hydro-geomorphological phases, during which the runoff components
are progressively added, according to Table 3; <bold>(b)</bold> <inline-formula><mml:math display="inline"><mml:mi>Q</mml:mi></mml:math></inline-formula>-EC hysteretic cycle of
the storm event.</p></caption>
        <?xmltex \igopts{width=398.338583pt}?><graphic xlink:href="https://hess.copernicus.org/articles/20/3493/2016/hess-20-3493-2016-f06.png"/>

      </fig>

<sec id="Ch1.S3.SS1">
  <title>Direct survey on the catchment during a storm event</title>
      <p>Before and during the storm event in the period from 29 to 31 January 2015,
one of the authors and field collaborators carried out direct field surveys
by measuring EC and, wherever possible, the <inline-formula><mml:math display="inline"><mml:mi>Q</mml:mi></mml:math></inline-formula> parameters on the control
points in Fig. 1, and repeated them at each time step of the storm event. The
pre-event conditions were detected at 17:15 on 29 January 2015 by carrying
out systematic surveys and taking measurements from the main stream and
secondary channel stations (Fig. 4a), where only groundwater feeds the
discharge along the riparian corridors. After the beginning of rainfall,
measurements were taken from 07:20 to 09:10 on 30 January 2015 at the
zero-order basin springs and hollow stations (Fig. 4b), where the soil became
increasingly saturated and contemporarily new water was added from the
riparian corridor downstream.</p>
      <p>During the storm event, repeated measurements were taken at the same control
points from 11:30 to 13:00 detecting direct runoff (Fig. 5a) and soil pipe
contribution (Fig. 5b).</p>
      <p>Figure 6a shows the hydro-chemograph of the storm event recorded at the main
station and cumulative rainfall measured at the nearest rain gauge station.
On the plot, the phases of hydrological response in the catchment were
determined by means of the progressive runoff generation activation,
identified with the above-mentioned field measurements. In Fig. 6b, the
hysteretic <inline-formula><mml:math display="inline"><mml:mi>Q</mml:mi></mml:math></inline-formula>-EC cycle (Cuomo and Guida, 2016) of
the event demonstrates homogeneity in hydro-chemical response in the rising
and recession limbs. At 20:00 on 29 January 2015, the field measurements at
piezometers and Q-sEC values (approximately 60 L s<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula> and
240 <inline-formula><mml:math display="inline"><mml:mi mathvariant="normal">µ</mml:mi></mml:math></inline-formula>S <inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>) recorded at the main station were typical of
pre-event conditions occurring during the wet period, as found by Cuomo and
Guida (2016). After it started raining, in addition to the direct rainfall in
the main streamflow, the contribution from groundwater ridging along the
riparian corridor and floodplain began to feed the total discharge. The
contribution area expands with continual rainfall and excess saturation
runoff is progressively added to the discharge from the colluvial hollows,
reaching approximately <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>Q</mml:mi><mml:mo>=</mml:mo></mml:mrow></mml:math></inline-formula> 1000 L s<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula> and
sEC <inline-formula><mml:math display="inline"><mml:mo>=</mml:mo></mml:math></inline-formula> 100–120 <inline-formula><mml:math display="inline"><mml:mi mathvariant="normal">µ</mml:mi></mml:math></inline-formula>S <inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>. In addition to these values,
firstly the macropore contribution is added. Finally excess infiltration
runoff from the saturated areas becomes dominant, which progressively
increases the discharge, reaching asymptotical
sEC <inline-formula><mml:math display="inline"><mml:mo>=</mml:mo></mml:math></inline-formula> 80 <inline-formula><mml:math display="inline"><mml:mi mathvariant="normal">µ</mml:mi></mml:math></inline-formula>S <inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula> values.</p>
      <p>In order to obtain the contributing area scenarios, the flow accumulation map
by means of the SAGA module implemented in QGIS was generated. More
precisely, the log values of the flow accumulation map were reclassified
according to the actual conditions observed in streamflow and each
hydro-geomorphotype during five different scenarios that occurred during the
training storm event. The final contributing area scenario map shows the best
agreement between the reclassified log values of the flow accumulation map
and the field evidence.</p>
</sec>
<sec id="Ch1.S3.SS2">
  <title>Object-based hydro-geomorphological mapping</title>
      <p>In order to quantitatively define the runoff source areas, an object-based
hydro-geomorphological map of the catchment was created using an original,
automatic spatial analysis procedure. Starting from the Campania Region
Technical Map at 1 <inline-formula><mml:math display="inline"><mml:mo>:</mml:mo></mml:math></inline-formula> 5000 scale (CTR), a vector map providing elevation
values, a digital elevation model (DEM) with a 5 m cell size was obtained by
means of the Topo-To-Raster tool (TOPOGRID) in ArcGIS. This algorithm
provides an interpolation method specifically designed for creating
hydrologically corrected DEMs. Moreover, further spurious sinks have been
removed by means of the Fill tool. In the scientific literature some methods
are known for a more suitable grid resolution (Hengl, 2006) based on the
properties of the input data (i.e., complexity of the land surface), but the
grid spacing used appeared to be suitable for hydro-geomorphological
applications since it follows the general rule that it should be adequately
sufficient at the local hillslope scale, marking the transition in process
dominance from hill slope to channel (Peckham, 2009). This DEM was used for
creating an “object-based” hydro-geomorphological map that was obtained
with a step-by-step rule set. During the first step, a geomorphometric
analysis was performed by calculating plan and profile curvatures at
increasing cell window sizes: 5, 7, 9, 11, 13, 15, 17, 19 and 21 cells. The
multiscale analysis of curvatures was performed with Landserf free GIS
software, thus obtaining a raster layer for each geomorphometric calculation.</p>
      <p>During the second step the best agreement with expert-based geomorphological
mapping was achieved with eCognition Developer software by means of an
original multiresolution segmentation algorithm, using appropriate
land-surface parameters.</p>
      <p>The multiresolution segmentation algorithm merges spatially contiguous
pixels or cells into “image objects” (segments) based on local homogeneity
criteria of the input parameters. These segments, bounded by discontinuities
in the input variables, are then used as building blocks in the
classification, according to attributes such as average values of input
variables, shape indexes, and topological relations of segments (Dragut et
al., 2013).</p>
      <p>More precisely, the morphometric parameters obtained during the previous step
(plan and profile curvatures at various cell windows) are used with a
proportional increased weight to the increasing cell window size for each
raster layer (Table 1); sine and cosine of aspect were also used as input
parameters. We did not consider the slope gradient since it is quite constant
except for the valley bottom and hilltop and did not provide us with
additional information for the segmentation procedure.</p>

<?xmltex \floatpos{t}?><table-wrap id="Ch1.T1"><caption><p>Weights assigned to each layer implemented in the eCognition
developer software for the multiresolution segmentation algorithm.</p></caption><oasis:table frame="topbot"><oasis:tgroup cols="2">
     <oasis:colspec colnum="1" colname="col1" align="left"/>
     <oasis:colspec colnum="2" colname="col2" align="left"/>
     <oasis:thead>
       <oasis:row rowsep="1">  
         <oasis:entry colname="col1">Layer (cell window)</oasis:entry>  
         <oasis:entry colname="col2">Weight</oasis:entry>
       </oasis:row>
     </oasis:thead>
     <oasis:tbody>
       <oasis:row>  
         <oasis:entry colname="col1">Plan curv (5)</oasis:entry>  
         <oasis:entry colname="col2">1</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">Plan curv (7)</oasis:entry>  
         <oasis:entry colname="col2">2</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">Plan curv (9)</oasis:entry>  
         <oasis:entry colname="col2">3</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">Plan curv (11)</oasis:entry>  
         <oasis:entry colname="col2">4</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">Plan curv (13)</oasis:entry>  
         <oasis:entry colname="col2">5</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">Plancurv (15)</oasis:entry>  
         <oasis:entry colname="col2">6</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">Plan curv (17)</oasis:entry>  
         <oasis:entry colname="col2">7</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">Plan curv (19)</oasis:entry>  
         <oasis:entry colname="col2">8</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">Plan curv (21)</oasis:entry>  
         <oasis:entry colname="col2">9</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">Prof curv (5)</oasis:entry>  
         <oasis:entry colname="col2">1</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">Prof curv (7)</oasis:entry>  
         <oasis:entry colname="col2">2</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">Prof curv (9)</oasis:entry>  
         <oasis:entry colname="col2">3</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">Prof curv (11)</oasis:entry>  
         <oasis:entry colname="col2">4</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">Prof curv (13)</oasis:entry>  
         <oasis:entry colname="col2">5</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">Prof curv (15)</oasis:entry>  
         <oasis:entry colname="col2">6</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">Prof curv (17)</oasis:entry>  
         <oasis:entry colname="col2">7</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">Prof curv (19)</oasis:entry>  
         <oasis:entry colname="col2">8</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">Prof curv (21)</oasis:entry>  
         <oasis:entry colname="col2">9</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">Aspect Cos</oasis:entry>  
         <oasis:entry colname="col2">10</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">Aspect Sin</oasis:entry>  
         <oasis:entry colname="col2">10</oasis:entry>
       </oasis:row>
     </oasis:tbody>
   </oasis:tgroup></oasis:table></table-wrap>

      <p>Other settings used for this algorithm are scale 7, shape 0.0002, and
compactness 0.0002.</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F7" specific-use="star"><caption><p><bold>(a)</bold> Expert-based hydro-geomorphological map;
<bold>(b)</bold> multiresolution segmentation map; <bold>(c)</bold> object-based
hydro-geomorphological map obtained by classifying the multiresolution
segmentation map using the plan curvature sum only.</p></caption>
          <?xmltex \igopts{width=398.338583pt}?><graphic xlink:href="https://hess.copernicus.org/articles/20/3493/2016/hess-20-3493-2016-f07.png"/>

        </fig>

      <?xmltex \floatpos{t}?><fig id="Ch1.F8" specific-use="star"><caption><p>Delimitation of the five inner fields that define the limits of
seasonal response of the catchment (modified from Cuomo and Guida, 2016) and,
in blue, the hysteretic cycle of the study event, from its beginning (blue
circle) to its end (blue square). Legend: UH1 and W1, upper hyperbolic curve
1 and wet area 1, respectively (typical of the <inline-formula><mml:math display="inline"><mml:mi>Q</mml:mi></mml:math></inline-formula>-EC mixed value of
groundwater and groundwater ridging); UH2 and W2, upper hyperbolic curve 2
and wet area 2, respectively (typical of the <inline-formula><mml:math display="inline"><mml:mi>Q</mml:mi></mml:math></inline-formula>-EC mixed value of
groundwater, groundwater ridging and subsurface flow); UL3 and W3, upper
linear curve and wet area 3, respectively, typical of the <inline-formula><mml:math display="inline"><mml:mi>Q</mml:mi></mml:math></inline-formula>-EC mixed value
of groundwater, groundwater ridging subsurface flow and direct runoff; LHg,
lower hyperbolic curve typical of the <inline-formula><mml:math display="inline"><mml:mi>Q</mml:mi></mml:math></inline-formula>-EC response when direct runoff is
suddenly added to the groundwater following the heavy showers that occurred
during the dry period; <inline-formula><mml:math display="inline"><mml:mi>D</mml:mi></mml:math></inline-formula>, the dry area where the <inline-formula><mml:math display="inline"><mml:mi>Q</mml:mi></mml:math></inline-formula>-EC typical of a dry
fall for which only the groundwater flow feeds the streamflow; <inline-formula><mml:math display="inline"><mml:mi>T</mml:mi></mml:math></inline-formula>,
transition area, where the <inline-formula><mml:math display="inline"><mml:mi>Q</mml:mi></mml:math></inline-formula>-EC typical values of a dry–wet or wet–dry
fall, when the groundwater flows, groundwater ridging and soil pipe feed the
streamflow.</p></caption>
          <?xmltex \igopts{width=284.527559pt}?><graphic xlink:href="https://hess.copernicus.org/articles/20/3493/2016/hess-20-3493-2016-f08.png"/>

        </fig>

      <p>During this procedure, the segments obtained were compared to the
expert-based geomorphological mapping by using the target-training procedure
proposed in Guida et al. (2015) (Fig. 7a).</p>
      <p>The image objects obtained from the segmentation are shown in Fig. 7b.</p>
      <p>In the third step, the objects obtained during the previous step were
classified. The classification procedure was carried out according to the
criteria proposed by Hennrich et al. (1999), whose conceptual background was
the “landscape catena” (Conacher and Dalrymple, 1977), which combines
surface form and pedo–hydro–geomorphological processes at hillslope scale.</p>
      <p>The classification was based on the sum of the planimetric curvatures that
were re-classified according to the threshold values listed in Table 2. The
interval values listed in Table 2 were achieved by a supervised
classification. By only using the plane curvature sum computed with different
window sizes, we were able to obtain an object-based hydro-geomorphological
map (Fig. 7c), which was in good agreement with the expert-based
geomorphological map.</p>

<?xmltex \floatpos{t}?><table-wrap id="Ch1.T2" specific-use="star"><caption><p>Geomorphometric classification, geomorphological correspondence,
hydro-geomorphotype definition and hydro-geomorphological behavior for each
hydro-geomorphotype.</p></caption><oasis:table frame="topbot"><oasis:tgroup cols="5">
     <oasis:colspec colnum="1" colname="col1" align="justify" colwidth="85.358268pt"/>
     <oasis:colspec colnum="2" colname="col2" align="justify" colwidth="71.13189pt"/>
     <oasis:colspec colnum="3" colname="col3" align="justify" colwidth="71.13189pt"/>
     <oasis:colspec colnum="4" colname="col4" align="justify" colwidth="71.13189pt"/>
     <oasis:colspec colnum="5" colname="col5" align="justify" colwidth="99.584646pt"/>
     <oasis:thead>
       <oasis:row rowsep="1">  
         <oasis:entry colname="col1">Sum of plan curvature class (SPC)</oasis:entry>  
         <oasis:entry colname="col2">Geomorphometric parameters and topographic position</oasis:entry>  
         <oasis:entry colname="col3">Landform, com-<?xmltex \hack{\hfill\break}?>ponent or element (Dramis et al.,<?xmltex \hack{\hfill\break}?>2011)</oasis:entry>  
         <oasis:entry colname="col4">Hydro-geomorphotype (HGT in Cuomo, 2012)</oasis:entry>  
         <oasis:entry colname="col5">Hydro-geomorphological behavior</oasis:entry>
       </oasis:row>
     </oasis:thead>
     <oasis:tbody>
       <oasis:row>  
         <oasis:entry colname="col1">SPC &lt; <inline-formula><mml:math display="inline"><mml:mo>-</mml:mo></mml:math></inline-formula>13.4</oasis:entry>  
         <oasis:entry colname="col2">Convex, divergent<?xmltex \hack{\hfill\break}?>flow-like, upslope</oasis:entry>  
         <oasis:entry colname="col3">Upland, summit,<?xmltex \hack{\hfill\break}?>peak, crest</oasis:entry>  
         <oasis:entry colname="col4">Ridge</oasis:entry>  
         <oasis:entry colname="col5">Groundwater recharge on bare bedrock and dominant excess infiltration runoff after storm</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"><inline-formula><mml:math display="inline"><mml:mo>-</mml:mo></mml:math></inline-formula>13.4 &gt; <inline-formula><mml:math display="inline"><mml:mo>=</mml:mo></mml:math></inline-formula> SPC &lt; <inline-formula><mml:math display="inline"><mml:mo>-</mml:mo></mml:math></inline-formula>3.76</oasis:entry>  
         <oasis:entry colname="col2">Light convex-<?xmltex \hack{\hfill\break}?>divergent flow-like, up to mid-slope</oasis:entry>  
         <oasis:entry colname="col3">Shoulder, side<?xmltex \hack{\hfill\break}?>slope</oasis:entry>  
         <oasis:entry colname="col4">Nose <?xmltex \hack{\hfill\break}?></oasis:entry>  
         <oasis:entry colname="col5">Shallow soil, groundwater recharge area, prevalently excess infiltration runoff</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"><inline-formula><mml:math display="inline"><mml:mo>-</mml:mo></mml:math></inline-formula>3.76 &gt; <inline-formula><mml:math display="inline"><mml:mo>=</mml:mo></mml:math></inline-formula> SPC &lt; 2.3</oasis:entry>  
         <oasis:entry colname="col2">Light convex-<?xmltex \hack{\hfill\break}?>planar, parallel<?xmltex \hack{\hfill\break}?>flow-like, midslope</oasis:entry>  
         <oasis:entry colname="col3">Scarps, back <?xmltex \hack{\hfill\break}?>slope, foot slope, wash slope, talus,</oasis:entry>  
         <oasis:entry colname="col4">Hillslope <?xmltex \hack{\hfill\break}?></oasis:entry>  
         <oasis:entry colname="col5">Debris, deep soil, shallow aquifer, excess<?xmltex \hack{\hfill\break}?>saturation excess and<?xmltex \hack{\hfill\break}?>sub-surficial runoff</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">2.3 &gt; <inline-formula><mml:math display="inline"><mml:mo>=</mml:mo></mml:math></inline-formula> SPC &lt; 11.6</oasis:entry>  
         <oasis:entry colname="col2">Planar to light concave, convergent<?xmltex \hack{\hfill\break}?>flow-like, upslope</oasis:entry>  
         <oasis:entry colname="col3">Glen, swallet, scar</oasis:entry>  
         <oasis:entry colname="col4">Hollow</oasis:entry>  
         <oasis:entry colname="col5">Deep soil, shallow aquifer, prevalently excess saturation, delayed runoff production</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">SPC <inline-formula><mml:math display="inline"><mml:mo>=</mml:mo></mml:math></inline-formula> &gt; 11.6</oasis:entry>  
         <oasis:entry colname="col2">Concave, con-<?xmltex \hack{\hfill\break}?>vergent mid- to<?xmltex \hack{\hfill\break}?>down-slope</oasis:entry>  
         <oasis:entry colname="col3">V-shaped stream,<?xmltex \hack{\hfill\break}?>gully, bank, stream bed</oasis:entry>  
         <oasis:entry colname="col4">Riparian corridor</oasis:entry>  
         <oasis:entry colname="col5">Shallow soil, groundwater discharge, prevalently subsurface, delayed return flow and groundwater ridging</oasis:entry>
       </oasis:row>
     </oasis:tbody>
   </oasis:tgroup></oasis:table></table-wrap>

<?xmltex \floatpos{t}?><table-wrap id="Ch1.T3" specific-use="star"><caption><p>Hydro-chemical parameter range, distinctive for the wet (<inline-formula><mml:math display="inline"><mml:mi>W</mml:mi></mml:math></inline-formula>), dry
(<inline-formula><mml:math display="inline"><mml:mi>D</mml:mi></mml:math></inline-formula>) and transition (<inline-formula><mml:math display="inline"><mml:mi>T</mml:mi></mml:math></inline-formula>) period events. Legend: GW is for groundwater, SSF
is for subsurface flow, and DR is the direct runoff (modified from Guida and
Cuomo, 2016).</p></caption><oasis:table frame="topbot"><oasis:tgroup cols="5">
     <oasis:colspec colnum="1" colname="col1" align="left"/>
     <oasis:colspec colnum="2" colname="col2" align="left"/>
     <oasis:colspec colnum="3" colname="col3" align="center"/>
     <oasis:colspec colnum="4" colname="col4" align="center"/>
     <oasis:colspec colnum="5" colname="col5" align="center"/>
     <oasis:thead>
       <oasis:row>  
         <oasis:entry colname="col1">Field</oasis:entry>  
         <oasis:entry colname="col2">Processes and contributing areas</oasis:entry>  
         <oasis:entry colname="col3">EC<inline-formula><mml:math display="inline"><mml:msub><mml:mi/><mml:mtext>quick</mml:mtext></mml:msub></mml:math></inline-formula> range</oasis:entry>  
         <oasis:entry colname="col4">EC<inline-formula><mml:math display="inline"><mml:msub><mml:mi/><mml:mtext>slow</mml:mtext></mml:msub></mml:math></inline-formula> range</oasis:entry>  
         <oasis:entry colname="col5"><inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>Q</mml:mi><mml:mtext>threshold</mml:mtext></mml:msub></mml:mrow></mml:math></inline-formula></oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">  
         <oasis:entry colname="col1"/>  
         <oasis:entry colname="col2"/>  
         <oasis:entry colname="col3">(mS cm<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>)</oasis:entry>  
         <oasis:entry colname="col4">(mS cm<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>)</oasis:entry>  
         <oasis:entry colname="col5">(L s<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>)</oasis:entry>
       </oasis:row>
     </oasis:thead>
     <oasis:tbody>
       <oasis:row>  
         <oasis:entry colname="col1">W1</oasis:entry>  
         <oasis:entry colname="col2">GW from bedrock deep and perched aquifer</oasis:entry>  
         <oasis:entry colname="col3"/>  
         <oasis:entry colname="col4">250–300</oasis:entry>  
         <oasis:entry colname="col5">30–50</oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">  
         <oasis:entry colname="col1"/>  
         <oasis:entry colname="col2">GW <inline-formula><mml:math display="inline"><mml:mo>+</mml:mo></mml:math></inline-formula> GW<inline-formula><mml:math display="inline"><mml:msub><mml:mi/><mml:mtext>ridging</mml:mtext></mml:msub></mml:math></inline-formula> added from riparian corridor</oasis:entry>  
         <oasis:entry colname="col3">200–220</oasis:entry>  
         <oasis:entry colname="col4"/>  
         <oasis:entry colname="col5">400</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">W2</oasis:entry>  
         <oasis:entry colname="col2">GW <inline-formula><mml:math display="inline"><mml:mo>+</mml:mo></mml:math></inline-formula> GW<inline-formula><mml:math display="inline"><mml:msub><mml:mi/><mml:mtext>ridging</mml:mtext></mml:msub></mml:math></inline-formula> along the riparian corridor</oasis:entry>  
         <oasis:entry colname="col3"/>  
         <oasis:entry colname="col4">200–220</oasis:entry>  
         <oasis:entry colname="col5"/>
       </oasis:row>
       <oasis:row rowsep="1">  
         <oasis:entry colname="col1"/>  
         <oasis:entry colname="col2">GW <inline-formula><mml:math display="inline"><mml:mo>+</mml:mo></mml:math></inline-formula> GW<inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi/><mml:mtext>ridging</mml:mtext></mml:msub><mml:mo>+</mml:mo></mml:mrow></mml:math></inline-formula> SSF added from colluvial hollow</oasis:entry>  
         <oasis:entry colname="col3">120–180</oasis:entry>  
         <oasis:entry colname="col4"/>  
         <oasis:entry colname="col5">1000</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">W3</oasis:entry>  
         <oasis:entry colname="col2">GW <inline-formula><mml:math display="inline"><mml:mo>+</mml:mo></mml:math></inline-formula> GW<inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi/><mml:mtext>ridging</mml:mtext></mml:msub><mml:mo>+</mml:mo></mml:mrow></mml:math></inline-formula> SSF</oasis:entry>  
         <oasis:entry colname="col3"/>  
         <oasis:entry colname="col4">120–180</oasis:entry>  
         <oasis:entry colname="col5">1000</oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">  
         <oasis:entry colname="col1"/>  
         <oasis:entry colname="col2">GW <inline-formula><mml:math display="inline"><mml:mo>+</mml:mo></mml:math></inline-formula> GW<inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi/><mml:mtext>ridging</mml:mtext></mml:msub><mml:mo>+</mml:mo></mml:mrow></mml:math></inline-formula> SSF <inline-formula><mml:math display="inline"><mml:mo>+</mml:mo></mml:math></inline-formula> DR added from soil pipe</oasis:entry>  
         <oasis:entry colname="col3">70–180</oasis:entry>  
         <oasis:entry colname="col4"/>  
         <oasis:entry colname="col5"><inline-formula><mml:math display="inline"><mml:mo>≫</mml:mo></mml:math></inline-formula> 1000</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"><inline-formula><mml:math display="inline"><mml:mi>D</mml:mi></mml:math></inline-formula></oasis:entry>  
         <oasis:entry colname="col2">GW</oasis:entry>  
         <oasis:entry colname="col3"/>  
         <oasis:entry colname="col4">320–350</oasis:entry>  
         <oasis:entry colname="col5">3–5</oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">  
         <oasis:entry colname="col1"/>  
         <oasis:entry colname="col2">GW <inline-formula><mml:math display="inline"><mml:mo>+</mml:mo></mml:math></inline-formula> GW<inline-formula><mml:math display="inline"><mml:msub><mml:mi/><mml:mtext>ridging</mml:mtext></mml:msub></mml:math></inline-formula></oasis:entry>  
         <oasis:entry colname="col3">100–180</oasis:entry>  
         <oasis:entry colname="col4"/>  
         <oasis:entry colname="col5">400</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"><inline-formula><mml:math display="inline"><mml:mi>T</mml:mi></mml:math></inline-formula></oasis:entry>  
         <oasis:entry colname="col2">GW <inline-formula><mml:math display="inline"><mml:mo>+</mml:mo></mml:math></inline-formula> GW<inline-formula><mml:math display="inline"><mml:msub><mml:mi/><mml:mtext>ridging</mml:mtext></mml:msub></mml:math></inline-formula></oasis:entry>  
         <oasis:entry colname="col3"/>  
         <oasis:entry colname="col4">100–180</oasis:entry>  
         <oasis:entry colname="col5">400</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"/>  
         <oasis:entry colname="col2">GW <inline-formula><mml:math display="inline"><mml:mo>+</mml:mo></mml:math></inline-formula> GW<inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi/><mml:mtext>ridging</mml:mtext></mml:msub><mml:mo>+</mml:mo></mml:mrow></mml:math></inline-formula> DR added from soil pipes</oasis:entry>  
         <oasis:entry colname="col3">100–120</oasis:entry>  
         <oasis:entry colname="col4"/>  
         <oasis:entry colname="col5"/>
       </oasis:row>
     </oasis:tbody>
   </oasis:tgroup></oasis:table></table-wrap>

      <p>Finally, a spatial statistical analysis was performed on the object-based
hydro-geomorphotype map (Fig. 7c) and the five contributing area scenarios
maps in order to evaluate their spatial relationships for the training storm
event that occurred in January 2015 (Fig. 6). The application at the storm
event timescale is described in the next section.</p>
</sec>
<sec id="Ch1.S3.SS3">
  <title>Dynamic hydro-chemograph separation</title>
      <p>In order to understand the runoff generation that occurs during storm events
for each period (wet/dry), we used the <inline-formula><mml:math display="inline"><mml:mi>Q</mml:mi></mml:math></inline-formula>-EC relationship data analysis
proposed by Cuomo and Guida (2013) and Guida and Cuomo (2014) due to the good
agreement between the hydro-chemograph separation and the hydrograph
filtering comparative procedure introduced by Longobardi et al. (2014, 2016).
Moreover, Cuomo and Guida (2016) subsequently proposed a modified mass
balance procedure based on a “step-like”, recursive, two-component
hydrograph separation for the Ciciriello catchment. The authors assigned a
correspondent mechanism of runoff generation to each component and the <inline-formula><mml:math display="inline"><mml:mi>Q</mml:mi></mml:math></inline-formula>-EC
threshold values for each mechanism in that contributing area started to
enlarge and expand.<?xmltex \hack{\newpage}?></p>
      <p>In this study, these values were used for each phase of the field survey in
order to verify the correspondence between the end-member hydro-chemograph
signature proposed by Cuomo and Guida (2013, 2016) and Guida and
Cuomo (2014), and the starting runoff contributing area.</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F9" specific-use="star"><caption><p><bold>(a)</bold> Pre-event hydro-chemograph conditions, just before the
storm event, with <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>Q</mml:mi><mml:mo>=</mml:mo></mml:mrow></mml:math></inline-formula> 60 L s<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>, filled blue square, and
EC <inline-formula><mml:math display="inline"><mml:mo>=</mml:mo></mml:math></inline-formula> 240 <inline-formula><mml:math display="inline"><mml:mi mathvariant="normal">µ</mml:mi></mml:math></inline-formula>S <inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>, filled green diamond,
<bold>(b)</bold> scenarios corresponding to groundwater and decreasing
groundwater ridging contribution to streamflow running exclusively along the
riparian corridor and main streamflow.</p></caption>
          <?xmltex \igopts{width=426.791339pt}?><graphic xlink:href="https://hess.copernicus.org/articles/20/3493/2016/hess-20-3493-2016-f09.png"/>

        </fig>

      <p>Cuomo and Guida (2016) adopted the daily data set illustrated in Sect. 2
(Fig. 2) using the end-members that the authors measured at specific
stormflow components by carrying out direct surveys and taking piezometric
measurements. They obtained three upper boundary curves and one lower
boundary curve (Fig. 8), each of them representing a specific mechanism,
source area and timing of runoff production. The lower hyperbolic curve (LHg)
delimits all the <inline-formula><mml:math display="inline"><mml:mi>Q</mml:mi></mml:math></inline-formula>-EC values recorded during the dry period. The upper
hyperbolic (UH) curves delimit the <inline-formula><mml:math display="inline"><mml:mi>Q</mml:mi></mml:math></inline-formula>-EC values that are typical of
groundwater and groundwater ridging for the UH1 curves. The second upper
hyperbolic curves (UH2) start when the UH1 reaches its horizontal asymptote
and the subsurface mechanism starts, following which the upper linear
curve (UL) starts when the direct runoff and soil pipe mixes with the
previous components. The estimated intersection points between the three
upper consecutive curves are the <inline-formula><mml:math display="inline"><mml:mi>Q</mml:mi></mml:math></inline-formula>-EC threshold values for which another
mechanism starts and hydro-dynamically interacts with the previous mechanism.
In this way, the waters join together before reaching the streamflow.
Subsequently, the authors carried out the same procedure on the 13 storm
events shown in Fig. 2. Events nos. 1, 2, 3, 4, 10, 11, 12, and 13 were
assigned to the wet recharging period, while event nos. 5, 6, 7, 8, and 9
were assigned to the dry discharging period. Moreover, the <inline-formula><mml:math display="inline"><mml:mi>Q</mml:mi></mml:math></inline-formula>-EC
relationship highlights three different types of hydrologic behavior
occurring in the three hydrologic periods: wet (<inline-formula><mml:math display="inline"><mml:mi>W</mml:mi></mml:math></inline-formula>), dry (<inline-formula><mml:math display="inline"><mml:mi>D</mml:mi></mml:math></inline-formula>) and
transition (<inline-formula><mml:math display="inline"><mml:mi>T</mml:mi></mml:math></inline-formula>). In this way, the boundary curves between the dry–wet and
wet–transition events were obtained in order to define further inner fields.
Figure 8 shows a typical “threshold hydro-geomorphological system”, where
each source runoff remains independent during low magnitude events but
interacts physically and functionally with other sources at higher event
magnitudes, thus inducing superposed hydrological mechanisms and complex
hydro-chemical water mixing by dilution, dispersion and diffusion. By
identifying these five areas with respect to the hydrologic behavior of the
catchment, it was possible to carry out the analyses for delimiting the
contributing area in the next section using the thresholds listed in Table 3.</p>
      <p>By including the hysteretic cycle of the 29–31 January 2015 study event in
the plot of Fig. 8, the hydro-geomorphological response (see Supplement data)
can be classified as typical for a wet period that occurred after a short
transition period during which the aquifer began to fill and groundwater
ridging decreased progressively. As expected, during the event all the runoff
components were progressively activated when the <inline-formula><mml:math display="inline"><mml:mi>Q</mml:mi></mml:math></inline-formula>-EC threshold values for
each started. Consequently, the contributing areas enlarged the floodplain
upslope, the riparian corridors and the zero-order basins upstream,
encompassing the <inline-formula><mml:math display="inline"><mml:mi>Q</mml:mi></mml:math></inline-formula>-EC value ranges listed in Table 3. These values were
verified during the field survey reported in Sect. 3.1 and used for the
hydro-geomorphological analyses of the next section. <?xmltex \hack{\vspace{-3mm}}?></p>
</sec>
</sec>
<sec id="Ch1.S4">
  <title>Results</title>
      <p>For the storm study, the variability of the contributing area was obtained by
combining the hydro-chemical procedure and the object-based
hydro-geomorphotype map. As a result of this analysis, contributing area
space–time variability was obtained for the selected storm event by
combining hydro-chemical procedure outcomes, the hydro-geomorphotype map and
the contributing area scenarios.</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F10" specific-use="star"><caption><p>Initial hydro-chemograph conditions just after the beginning of the
storm event, with approximately <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>Q</mml:mi><mml:mo>=</mml:mo></mml:mrow></mml:math></inline-formula> 350 L s<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>, filled blue square,
and approximately EC <inline-formula><mml:math display="inline"><mml:mo>=</mml:mo></mml:math></inline-formula> 170 <inline-formula><mml:math display="inline"><mml:mi mathvariant="normal">µ</mml:mi></mml:math></inline-formula>S <inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>, filled green diamond,
<bold>(b)</bold> scenarios corresponding to increasing groundwater ridging and
initial saturation excess contributions to streamflow. The first occurs along
the riparian corridor, and the second at the apical transient channels just
downstream from the colluvial hollows, respectively.</p></caption>
        <?xmltex \igopts{width=426.791339pt}?><graphic xlink:href="https://hess.copernicus.org/articles/20/3493/2016/hess-20-3493-2016-f10.png"/>

      </fig>

      <?xmltex \floatpos{t}?><fig id="Ch1.F11" specific-use="star"><caption><p><bold>(a)</bold> Progressive hydro-chemograph conditions after
approximately 60 mm of rainfall, with approximately <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>Q</mml:mi><mml:mo>=</mml:mo></mml:mrow></mml:math></inline-formula> 1000 L s<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>,
filled blue square, and approximately EC<inline-formula><mml:math display="inline"><mml:mo>=</mml:mo></mml:math></inline-formula>120 <inline-formula><mml:math display="inline"><mml:mi mathvariant="normal">µ</mml:mi></mml:math></inline-formula>S <inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>, filled
green diamond, <bold>(b)</bold> scenarios corresponding to a full saturation
excess contribution to streamflow along the riparian corridor and at
transient channels within the colluvial hollows, respectively.</p></caption>
        <?xmltex \igopts{width=426.791339pt}?><graphic xlink:href="https://hess.copernicus.org/articles/20/3493/2016/hess-20-3493-2016-f11.png"/>

      </fig>

      <?xmltex \floatpos{t}?><fig id="Ch1.F12" specific-use="star"><caption><p>Advanced hydro-chemograph conditions, after approximately 80 mm of
rainfall, with approximately <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>Q</mml:mi><mml:mo>=</mml:mo></mml:mrow></mml:math></inline-formula>  1550 L s<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>, filled blue square and
approximately EC <inline-formula><mml:math display="inline"><mml:mo>=</mml:mo></mml:math></inline-formula> 90 <inline-formula><mml:math display="inline"><mml:mi mathvariant="normal">µ</mml:mi></mml:math></inline-formula>S <inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>, filled green diamond,
<bold>(b)</bold> scenarios corresponding to a full saturation excess contribution
to streamflow along the riparian corridor and the whole colluvial hollows,
respectively.</p></caption>
        <?xmltex \igopts{width=426.791339pt}?><graphic xlink:href="https://hess.copernicus.org/articles/20/3493/2016/hess-20-3493-2016-f12.png"/>

      </fig>

      <?xmltex \floatpos{t}?><fig id="Ch1.F13" specific-use="star"><caption><p>Final hydro-chemograph conditions, after approximately 100 mm of
rainfall inducing a peak discharge of approximately <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>Q</mml:mi><mml:mo>=</mml:mo></mml:mrow></mml:math></inline-formula> 2400 L s<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>,
filled blue square, and about EC <inline-formula><mml:math display="inline"><mml:mo>=</mml:mo></mml:math></inline-formula> 80 <inline-formula><mml:math display="inline"><mml:mi mathvariant="normal">µ</mml:mi></mml:math></inline-formula>S <inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>, filled green
diamond, <bold>(b)</bold> corresponding both to full saturation excess
contributions to streamflow from the riparian corridor and colluvial hollows,
as well as to macropore (soil pipe and fracture) and excess infiltration on
noses and partially on the ridges, respectively.</p></caption>
        <?xmltex \igopts{width=426.791339pt}?><graphic xlink:href="https://hess.copernicus.org/articles/20/3493/2016/hess-20-3493-2016-f13.png"/>

      </fig>

      <?xmltex \floatpos{t}?><fig id="Ch1.F14" specific-use="star"><caption><p>Plot of the contributing area vs. discharge from data in Table 3.</p></caption>
        <?xmltex \igopts{width=284.527559pt}?><graphic xlink:href="https://hess.copernicus.org/articles/20/3493/2016/hess-20-3493-2016-f14.png"/>

      </fig>

      <?xmltex \floatpos{t}?><fig id="Ch1.F15" specific-use="star"><caption><p><bold>(a)</bold> Relationship between the total extent of contributing
saturated areas and the baseflow discharge in several small (less than
10 km<inline-formula><mml:math display="inline"><mml:mrow><mml:msup><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula> catchments (modified from Latron and Gallarat, 2007);
<bold>(b)</bold> relationship between the contributing areas and the specific
discharge for each hydro-geomorphotype of the Ciciriello catchment.</p></caption>
        <?xmltex \igopts{width=426.791339pt}?><graphic xlink:href="https://hess.copernicus.org/articles/20/3493/2016/hess-20-3493-2016-f15.png"/>

      </fig>

      <p>On the right-hand side of Figs. 9–13, hydro-chemograph evolution at the five
time steps discussed in Fig. 6a is illustrated, while on the left-hand side
of Figs. 9–13, we can see the progressive expanding contributing areas shown
on the hydro-geomorphotype map. Specific observations are provided in the
figure captions and the corresponding values for the increasing contributing
area are listed in Table 4.</p>
      <p>Figure 9 shows pre-event conditions, when only the baseflow and the
decreasing groundwater ridging from previous events were
activated.</p>

<?xmltex \floatpos{t}?><table-wrap id="Ch1.T4" specific-use="star"><caption><p>Synoptic values of the <inline-formula><mml:math display="inline"><mml:mi>Q</mml:mi></mml:math></inline-formula>-EC scenarios and contributing areas (<inline-formula><mml:math display="inline"><mml:mi>S</mml:mi></mml:math></inline-formula>)
values for each hydro-geomorphotype. Legend: <inline-formula><mml:math display="inline"><mml:mi>q</mml:mi></mml:math></inline-formula> is the specific discharge
calculated for the catchment area; A1 is the ratio between the contributing
area and the hydro-geomorphotype; A2 is the ratio between the contributing
area and the catchment area.</p></caption><oasis:table frame="topbot"><oasis:tgroup cols="7">
     <oasis:colspec colnum="1" colname="col1" align="left"/>
     <oasis:colspec colnum="2" colname="col2" align="center"/>
     <oasis:colspec colnum="3" colname="col3" align="right"/>
     <oasis:colspec colnum="4" colname="col4" align="right"/>
     <oasis:colspec colnum="5" colname="col5" align="left"/>
     <oasis:colspec colnum="6" colname="col6" align="left"/>
     <oasis:colspec colnum="7" colname="col7" align="center"/>
     <oasis:thead>
       <oasis:row>  
         <oasis:entry colname="col1">Hydro-</oasis:entry>  
         <oasis:entry colname="col2">Scenario</oasis:entry>  
         <oasis:entry colname="col3">Discharge</oasis:entry>  
         <oasis:entry colname="col4">Specific</oasis:entry>  
         <oasis:entry colname="col5">Contributing</oasis:entry>  
         <oasis:entry colname="col6">A1</oasis:entry>  
         <oasis:entry colname="col7">A2</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">geomorphotype</oasis:entry>  
         <oasis:entry colname="col2"/>  
         <oasis:entry colname="col3"><inline-formula><mml:math display="inline"><mml:mi>Q</mml:mi></mml:math></inline-formula> (L s<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>)</oasis:entry>  
         <oasis:entry colname="col4">discharge</oasis:entry>  
         <oasis:entry colname="col5"><inline-formula><mml:math display="inline"><mml:mi>S</mml:mi></mml:math></inline-formula> (km<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:math></inline-formula>)</oasis:entry>  
         <oasis:entry colname="col6"/>  
         <oasis:entry colname="col7"/>
       </oasis:row>
       <oasis:row rowsep="1">  
         <oasis:entry colname="col1">(HGT)</oasis:entry>  
         <oasis:entry colname="col2"/>  
         <oasis:entry colname="col3"/>  
         <oasis:entry colname="col4"><inline-formula><mml:math display="inline"><mml:mi>q</mml:mi></mml:math></inline-formula> (L s<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula> km<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">2</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>)</oasis:entry>  
         <oasis:entry colname="col5"/>  
         <oasis:entry colname="col6"/>  
         <oasis:entry colname="col7"/>
       </oasis:row>
     </oasis:thead>
     <oasis:tbody>
       <oasis:row>  
         <oasis:entry colname="col1">Riparian corridor</oasis:entry>  
         <oasis:entry colname="col2">1</oasis:entry>  
         <oasis:entry colname="col3">50</oasis:entry>  
         <oasis:entry colname="col4">16.47</oasis:entry>  
         <oasis:entry colname="col5">0.057</oasis:entry>  
         <oasis:entry colname="col6">0.143</oasis:entry>  
         <oasis:entry colname="col7">0.018704</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"/>  
         <oasis:entry colname="col2">2</oasis:entry>  
         <oasis:entry colname="col3">300</oasis:entry>  
         <oasis:entry colname="col4">98.79</oasis:entry>  
         <oasis:entry colname="col5">0.102</oasis:entry>  
         <oasis:entry colname="col6">0.257</oasis:entry>  
         <oasis:entry colname="col7">0.033638</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"/>  
         <oasis:entry colname="col2">3</oasis:entry>  
         <oasis:entry colname="col3">600</oasis:entry>  
         <oasis:entry colname="col4">197.58</oasis:entry>  
         <oasis:entry colname="col5">0.157</oasis:entry>  
         <oasis:entry colname="col6">0.396</oasis:entry>  
         <oasis:entry colname="col7">0.051783</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"/>  
         <oasis:entry colname="col2">4</oasis:entry>  
         <oasis:entry colname="col3">1000</oasis:entry>  
         <oasis:entry colname="col4">329.30</oasis:entry>  
         <oasis:entry colname="col5">0.227</oasis:entry>  
         <oasis:entry colname="col6">0.570</oasis:entry>  
         <oasis:entry colname="col7">0.074678</oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">  
         <oasis:entry colname="col1"/>  
         <oasis:entry colname="col2">5</oasis:entry>  
         <oasis:entry colname="col3">1900</oasis:entry>  
         <oasis:entry colname="col4">625.68</oasis:entry>  
         <oasis:entry colname="col5">0.576</oasis:entry>  
         <oasis:entry colname="col6">1.448</oasis:entry>  
         <oasis:entry colname="col7">0.189588</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">Hillslope</oasis:entry>  
         <oasis:entry colname="col2">1</oasis:entry>  
         <oasis:entry colname="col3">50</oasis:entry>  
         <oasis:entry colname="col4">16.47</oasis:entry>  
         <oasis:entry colname="col5">0.001</oasis:entry>  
         <oasis:entry colname="col6">0.00157</oasis:entry>  
         <oasis:entry colname="col7">0.000486</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"/>  
         <oasis:entry colname="col2">2</oasis:entry>  
         <oasis:entry colname="col3">300</oasis:entry>  
         <oasis:entry colname="col4">98.79</oasis:entry>  
         <oasis:entry colname="col5">0.003</oasis:entry>  
         <oasis:entry colname="col6">0.00280</oasis:entry>  
         <oasis:entry colname="col7">0.000864</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"/>  
         <oasis:entry colname="col2">3</oasis:entry>  
         <oasis:entry colname="col3">600</oasis:entry>  
         <oasis:entry colname="col4">197.58</oasis:entry>  
         <oasis:entry colname="col5">0.015</oasis:entry>  
         <oasis:entry colname="col6">0.0155</oasis:entry>  
         <oasis:entry colname="col7">0.004783</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"/>  
         <oasis:entry colname="col2">4</oasis:entry>  
         <oasis:entry colname="col3">1000</oasis:entry>  
         <oasis:entry colname="col4">329.30</oasis:entry>  
         <oasis:entry colname="col5">0.038</oasis:entry>  
         <oasis:entry colname="col6">0.0400</oasis:entry>  
         <oasis:entry colname="col7">0.012365</oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">  
         <oasis:entry colname="col1"/>  
         <oasis:entry colname="col2">5</oasis:entry>  
         <oasis:entry colname="col3">1900</oasis:entry>  
         <oasis:entry colname="col4">625.68</oasis:entry>  
         <oasis:entry colname="col5">0.420</oasis:entry>  
         <oasis:entry colname="col6">0.447</oasis:entry>  
         <oasis:entry colname="col7">0.138233</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">Nose</oasis:entry>  
         <oasis:entry colname="col2">1</oasis:entry>  
         <oasis:entry colname="col3">50</oasis:entry>  
         <oasis:entry colname="col4">16.47</oasis:entry>  
         <oasis:entry colname="col5">0.00008</oasis:entry>  
         <oasis:entry colname="col6">0.00012</oasis:entry>  
         <oasis:entry colname="col7">2.47 <inline-formula><mml:math display="inline"><mml:mo>×</mml:mo></mml:math></inline-formula> 10<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">5</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula></oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"/>  
         <oasis:entry colname="col2">2</oasis:entry>  
         <oasis:entry colname="col3">300</oasis:entry>  
         <oasis:entry colname="col4">98.79</oasis:entry>  
         <oasis:entry colname="col5">0.00020</oasis:entry>  
         <oasis:entry colname="col6">0.00032</oasis:entry>  
         <oasis:entry colname="col7">6.59 <inline-formula><mml:math display="inline"><mml:mo>×</mml:mo></mml:math></inline-formula> 10<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">5</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula></oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"/>  
         <oasis:entry colname="col2">3</oasis:entry>  
         <oasis:entry colname="col3">600</oasis:entry>  
         <oasis:entry colname="col4">197.58</oasis:entry>  
         <oasis:entry colname="col5">0.001</oasis:entry>  
         <oasis:entry colname="col6">0.00131</oasis:entry>  
         <oasis:entry colname="col7">0.000272</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"/>  
         <oasis:entry colname="col2">4</oasis:entry>  
         <oasis:entry colname="col3">1000</oasis:entry>  
         <oasis:entry colname="col4">329.30</oasis:entry>  
         <oasis:entry colname="col5">0.015</oasis:entry>  
         <oasis:entry colname="col6">0.0241</oasis:entry>  
         <oasis:entry colname="col7">0.005014</oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">  
         <oasis:entry colname="col1"/>  
         <oasis:entry colname="col2">5</oasis:entry>  
         <oasis:entry colname="col3">1900</oasis:entry>  
         <oasis:entry colname="col4">625.68</oasis:entry>  
         <oasis:entry colname="col5">0.119</oasis:entry>  
         <oasis:entry colname="col6">0.188</oasis:entry>  
         <oasis:entry colname="col7">0.039129</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">Hollow</oasis:entry>  
         <oasis:entry colname="col2">1</oasis:entry>  
         <oasis:entry colname="col3">50</oasis:entry>  
         <oasis:entry colname="col4">16.47</oasis:entry>  
         <oasis:entry colname="col5">0.007</oasis:entry>  
         <oasis:entry colname="col6">0.00994</oasis:entry>  
         <oasis:entry colname="col7">0.002297</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"/>  
         <oasis:entry colname="col2">2</oasis:entry>  
         <oasis:entry colname="col3">300</oasis:entry>  
         <oasis:entry colname="col4">98.79</oasis:entry>  
         <oasis:entry colname="col5">0.015</oasis:entry>  
         <oasis:entry colname="col6">0.02151</oasis:entry>  
         <oasis:entry colname="col7">0.004972</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"/>  
         <oasis:entry colname="col2">3</oasis:entry>  
         <oasis:entry colname="col3">600</oasis:entry>  
         <oasis:entry colname="col4">197.58</oasis:entry>  
         <oasis:entry colname="col5">0.050</oasis:entry>  
         <oasis:entry colname="col6">0.07109</oasis:entry>  
         <oasis:entry colname="col7">0.016432</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"/>  
         <oasis:entry colname="col2">4</oasis:entry>  
         <oasis:entry colname="col3">1000</oasis:entry>  
         <oasis:entry colname="col4">329.30</oasis:entry>  
         <oasis:entry colname="col5">0.093</oasis:entry>  
         <oasis:entry colname="col6">0.13316</oasis:entry>  
         <oasis:entry colname="col7">0.030782</oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">  
         <oasis:entry colname="col1"/>  
         <oasis:entry colname="col2">5</oasis:entry>  
         <oasis:entry colname="col3">1900</oasis:entry>  
         <oasis:entry colname="col4">625.68</oasis:entry>  
         <oasis:entry colname="col5">0.450</oasis:entry>  
         <oasis:entry colname="col6">0.64116</oasis:entry>  
         <oasis:entry colname="col7">0.148211</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">Ridge</oasis:entry>  
         <oasis:entry colname="col2">4</oasis:entry>  
         <oasis:entry colname="col3">1000</oasis:entry>  
         <oasis:entry colname="col4">329.30</oasis:entry>  
         <oasis:entry colname="col5">0.00030</oasis:entry>  
         <oasis:entry colname="col6">0.000814</oasis:entry>  
         <oasis:entry colname="col7">9.88 <inline-formula><mml:math display="inline"><mml:mo>×</mml:mo></mml:math></inline-formula> 10<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">5</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula></oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"/>  
         <oasis:entry colname="col2">5</oasis:entry>  
         <oasis:entry colname="col3">1900</oasis:entry>  
         <oasis:entry colname="col4">625.68</oasis:entry>  
         <oasis:entry colname="col5">0.005</oasis:entry>  
         <oasis:entry colname="col6">0.0145</oasis:entry>  
         <oasis:entry colname="col7">0.001762</oasis:entry>
       </oasis:row>
     </oasis:tbody>
   </oasis:tgroup></oasis:table></table-wrap>

      <p>By plotting the <inline-formula><mml:math display="inline"><mml:mi>S</mml:mi></mml:math></inline-formula> vs. <inline-formula><mml:math display="inline"><mml:mi>Q</mml:mi></mml:math></inline-formula> data from Table 3 on a normal plot, we can follow
the pattern of the progressive involvement of the runoff components as
specific contributing areas in streamflow (Fig. 14).</p>
      <p>In our case, a positive exponential function was obtained for each
hydro-geomorphotype curve as shown in Fig. 14. This approach is similar to
the calculations proposed by Latron and Gallart (2007), but in this case the
contributing area is calculated according to the baseflow component as well
as the other components related to hydro-geomorphotypes. All the curves have
a general exponential pattern (Eq. 1):
          <disp-formula id="Ch1.E1" content-type="numbered"><mml:math display="block"><mml:mrow><mml:mi>S</mml:mi><mml:mo>(</mml:mo><mml:mi>t</mml:mi><mml:mo>)</mml:mo><mml:mo>=</mml:mo><mml:msub><mml:mi>S</mml:mi><mml:mn mathvariant="normal">0</mml:mn></mml:msub><mml:msup><mml:mi>e</mml:mi><mml:mrow><mml:mi>a</mml:mi><mml:mi>Q</mml:mi><mml:mo>(</mml:mo><mml:mi>t</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:msup><mml:mo>,</mml:mo></mml:mrow></mml:math></disp-formula>
        where <italic>S(t)</italic> is the total contribution area at instant <inline-formula><mml:math display="inline"><mml:mi>t</mml:mi></mml:math></inline-formula>, S<inline-formula><mml:math display="inline"><mml:msub><mml:mi/><mml:mn mathvariant="normal">0</mml:mn></mml:msub></mml:math></inline-formula>
the initial contribution area, <inline-formula><mml:math display="inline"><mml:mrow><mml:msup><mml:mi>e</mml:mi><mml:mi>a</mml:mi></mml:msup></mml:mrow></mml:math></inline-formula> is a constant for a specific component
considered, and <italic>Q(t)</italic> is the discharge at the time of S(t).</p>
      <p>Equation (1) can be re-written as
          <disp-formula id="Ch1.E2" content-type="numbered"><mml:math display="block"><mml:mrow><mml:mtext>log</mml:mtext><mml:mi>S</mml:mi><mml:mo>(</mml:mo><mml:mi>t</mml:mi><mml:mo>)</mml:mo><mml:mo>=</mml:mo><mml:mi>a</mml:mi><mml:mi>Q</mml:mi><mml:mo>(</mml:mo><mml:mi>t</mml:mi><mml:mo>)</mml:mo><mml:mo>+</mml:mo><mml:mtext>log</mml:mtext><mml:msub><mml:mi>S</mml:mi><mml:mn mathvariant="normal">0</mml:mn></mml:msub><mml:mo>.</mml:mo></mml:mrow></mml:math></disp-formula>
        The riparian contribution trend is higher than the hollow and hillslope
trends for a discharge from 50 to 1000 L s<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>, but the specific hollow
and hillslope contributing areas progressively reach the same values as the
riparian corridor in the event of high discharge. In fact, a slight increase
in the discharge from the riparian corridor was observed during the event
(<inline-formula><mml:math display="inline"><mml:mrow><mml:mi>a</mml:mi><mml:mo>=</mml:mo></mml:mrow></mml:math></inline-formula> 0.0012). On comparing the behavior of the hollow and the hillslope, it
seems that the hollow has a higher contributing area for lower discharge
(from 50 to 600 L s<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>) than the hillslope contributing area (Fig. 14).
However, after the discharge increased, the two hydro-geomorphotypes reached
the same percentages as the contributing areas (A<inline-formula><mml:math display="inline"><mml:msub><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msub></mml:math></inline-formula> in Table 4). A lower
contribution originated from the nose, whose contributing area is not
influenced by the discharge until it reaches 1000 L s<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>, after which
it increases rapidly (<inline-formula><mml:math display="inline"><mml:mrow><mml:mi>a</mml:mi><mml:mo>=</mml:mo></mml:mrow></mml:math></inline-formula> 0.0041).</p>
      <p>Since 1970 authors have studied the relationships between the contributing
area and the baseflow discharge (Fig. 15a). In fact, Ambroise (1986),
Myrabo (1986) and Latron (1990) found good relationships for some catchments
in which the increasing rate of the relative saturated area decreases with
the increase in a specific discharge.</p>
      <p>Dunne et al. (1975) observed that an increase in the saturated area leads to
an increase in the discharge. More recently the same relationship was
observed by Martinez-Fernandez (2005). Latron and Gallarat (2007) found a
linear relationship between the specific discharge and the extent of the
contributing area. The authors believe that, unlike the other catchments, the
linear trend could be reasonable since the saturation of the catchment under
study is not conditioned by its topography.</p>
      <p>For the Ciciriello catchment we examined the relationships between the
percentage of the contributing area (A1 in Table 4) and the specific
discharge for each hydro-geomorphotype considered (Fig. 15b), and we believe
that this trend is similar to that observed by Dunne et al. (1975).</p>
      <p>When a low discharge occurs, the riparian corridor slowly contributes to the
increasing discharge, and only for <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>q</mml:mi><mml:mo>=</mml:mo></mml:mrow></mml:math></inline-formula> 100 L s<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula> km<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">2</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula> does this
hydro-geomorphotype widen its contributing areas. Fig. 15 shows the increase
in faster contributing areas for hollow, hillslope and nose at specific
discharges <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>q</mml:mi><mml:mo>=</mml:mo></mml:mrow></mml:math></inline-formula> 300, 200 and 100 L s<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula> km<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">2</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>, respectively. In
this case these <inline-formula><mml:math display="inline"><mml:mi>q</mml:mi></mml:math></inline-formula> values are considered as the <inline-formula><mml:math display="inline"><mml:mi>q</mml:mi></mml:math></inline-formula> threshold values for
activating runoff mechanisms.</p>
      <p>There is an evident anomaly regarding the riparian corridor, as it shows a
percentage of contributing area over 100 %. In our opinion, this result
is due to a DEM resolution and the riparian corridor must be carefully
defined due to the possible overlap with other hydro-geomorphotypes,
especially the hollows. In Fig. 15 it is important to note the intersection
between all the curves at high <inline-formula><mml:math display="inline"><mml:mi>q</mml:mi></mml:math></inline-formula> values. In our opinion, it shows the
interaction between all the runoff mechanisms occurring in the catchment
during high-magnitude events before reaching the stream, as assumed by Cuomo
and Guida (2016).</p>
      <p>One of the most interesting results of this study is the experimental
confirmation of the pre-event water contributions to streamflow by the rapid
mobilization of the capillary fringe inducing groundwater-ridging mechanisms.
This mechanism is still poorly understood despite the number of processes
proposed and widespread acceptance (Cloke et al., 2006). Therefore, this case
study can be considered the preliminary identification, recognition and
quantification of the mechanisms at catchment scale.
<?xmltex \hack{\vspace{-3mm}}?></p>
</sec>
<sec id="Ch1.S5" sec-type="conclusions">
  <title>Conclusion</title>
      <p>According to the premises, the case study confirms the close link between
geomorphometry and hydrology, since geomorphometry describes land surface
quantitatively and land surface is the spatial expression of the geomorphic
processes acting in time and resulting in landforms that are generated by
hydrological mechanisms mainly in temperate and Mediterranean eco-regions.
This demonstrates how geomorphometry can support hydrological analysis, by
improving an interdisciplinary approach for future research developments in
connecting hydrology and geomorphology in data acquisition, mapping,
analysis, modeling and general-purpose applications. This is the purpose of
object-based hydro-geomorphology, based on the methods for recognizing and
classifying distinctive hydro-objects within catchments, involving ontology
and semantics of landforms and processes in significant catchment areas with
distinctive hydrological behavior and response in order to allow for their
objective description, holistic analysis and inter-catchment comparison.</p>
      <p>From this perspective, firstly by means of a recursive training-target
approach (Guida et al., 2015), good agreement was observed between
expert-based geomorphological mapping and an object-based geomorphometric
map.</p>
      <p>Therefore, by combining hydro-chemical analysis and an object-based
hydro-geomorphotype map, the variability of the contributing area during a
significant storm event was spatially modeled using the log values of the
flow accumulation. In spite of its simplicity, a good agreement was observed
between the spatial distribution of these parameters with the observed
contributing areas detected during the event by carrying out direct surveys
and taking surface and groundwater discharge measurements. The runoff
components were determined for the storm event under study and specific
runoff discharge from each contributing hydro-geomorphotype was calculated
for each time step on the hydro-chemograph.</p>
      <p>This study is the experimental confirmation of the role and entity of
pre-event water contributions to streamflow by the rapid mobilization of the
capillary fringe inducing the groundwater-ridging mechanism in steep sloping
terrains. This mechanism is still poorly understood despite the number of
processes proposed and widespread acceptance (Cloke et al., 2006); therefore,
this case study can be considered as being a preliminary identification,
recognition and quantification of this particular mechanism at catchment
scale. According to Marcus et al. (2004), this study emphasizes the fact that
field-based process studies must “<italic>continue to form the underpinning of hydrologic application in GIS's</italic>” and “<italic>GIScience should not come at the expense of sacrificing field-based studies of hydrologic processes and responses</italic>”.</p>
      <p>This is an approach that can fill the gap between simple lumped hydrological
models and sophisticated hydrological distributed models based on numerous
quantitative parameters and expensive data collection. This kind of
interdisciplinary and integrated approach can be applied to similar,
rainfall-dominated, forested no-karst catchments in the Mediterranean
eco-region by using an inexpensive, parsimonious and effective methodology
for water resource assessment and management as suggested by the Biosphere2
program. In fact, in UNESCO International Designation Areas (such as the
Cilento Global Geopark), the Global Geopark Network mission must guarantee
hydro-geodiversity in compliance with the regulations laid down by the World
Heritage Cultural Landscape Management, and natural and managed ecosystems
(A1) must be safeguarded as established by the MAN AND BIOSPHERE program.</p>
      <p>From this perspective, geomorphometry plays a fundamental role in quantifying
and objectively mapping hydro-geomorphological entities with hydrological
relevance that require monitoring and modeling in production, transferring
and routing the flows between the various units in the catchments, as the
base knowledge of progressive ecological planning for the sustainable use of
water resources and best practices in land use improvements.</p>
</sec>
<sec id="Ch1.S6">
  <title>Data availability</title>
      <p>The underlying research data can be publicly accessed and are available from
the Supplement.</p>
</sec>

      
      </body>
    <back><app-group>
        <supplementary-material position="anchor"><p><bold>The Supplement related to this article is available online at <inline-supplementary-material xlink:href="http://dx.doi.org/10.5194/hess-20-3493-2016-supplement" xlink:title="zip">doi:10.5194/hess-20-3493-2016-supplement</inline-supplementary-material>.</bold><?xmltex \hack{\vspace{-3mm}}?></p></supplementary-material>
        </app-group><notes notes-type="competinginterests">

      <p>The authors declare that they have no conflict of interest.</p>
  </notes><ack><title>Acknowledgements</title><p>The paper was financed with ORSA155417 University of Salerno research funds.
The authors would like to thank Pasqualino Lovisi for taking field
measurements, Giuseppe Benevento for his scientific support (CUGRI), Aniello
Aloia and Angelo De Vita, Cilento Global Geopark manager and director, for
their institutional support, and Mauro Biafore for the rainfall data obtained
from the Campania region monitoring system. <?xmltex \hack{\newline}?><?xmltex \hack{\newline}?>
Edited by: A. Guadagnini<?xmltex \hack{\newline}?> Reviewed by: two anonymous referees</p></ack><ref-list>
    <title>References</title>

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    <!--<article-title-html>Using object-based geomorphometry for hydro-geomorphological analysis in a
Mediterranean research catchment</article-title-html>
<abstract-html><p class="p">The aim of the paper is to apply an object-based geomorphometric procedure to
define the runoff contribution areas and support a hydro-geomorphological
analysis of a 3 km<sup>2</sup> Mediterranean research catchment (southern Italy).
Daily and sub-hourly discharge and electrical conductivity data were
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response in the catchment that differed from the stormflow events that occur
in the wet periods and in dry periods. This analysis enabled us to define the
hydro-chemograph signatures related to increasing flood magnitude, which
progressively involves various runoff components (baseflow, subsurface flow
and surficial flow) and an increasing contributing area to discharge. Field
surveys and water table/discharge measurements carried out during a selected
storm event enabled us to identify and map specific runoff source areas with
homogeneous geomorphological units previously defined as hydro-geomorphotypes
(spring points, diffuse seepage along the main channel, seepage along the
riparian corridors, diffuse outflow from hillslope taluses and concentrate
sapping from colluvial hollows). Following the procedures previously proposed
and used by authors for object-based geomorphological mapping, a
hydro-geomorphologically oriented segmentation and classification was
performed with the eCognition (Trimble, Inc.) package. The best agreement
with the expert-based geomorphological mapping was obtained with weighted
plan curvature at different-sized windows. By combining the hydro-chemical
analysis and object-based hydro-geomorphotype map, the variability of the
contribution areas was graphically modeled for the selected event, which
occurred during the wet season, by using the log values of flow accumulation
that better fit the contribution areas. The results allow us to identify the
runoff component on hydro-chemographs for each time step and calculate a
specific discharge contribution from each hydro-geomorphotype. This kind of
approach could be useful when applied to similar, rainfall-dominated,
forested and no-karst catchments in the Mediterranean eco-region.</p></abstract-html>
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