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<front>
<journal-meta>
<journal-id journal-id-type="publisher">NHESS</journal-id>
<journal-title-group>
<journal-title>Natural Hazards and Earth System Sciences</journal-title>
<abbrev-journal-title abbrev-type="publisher">NHESS</abbrev-journal-title>
<abbrev-journal-title abbrev-type="nlm-ta">Nat. Hazards Earth Syst. Sci.</abbrev-journal-title>
</journal-title-group>
<issn pub-type="epub">1684-9981</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/nhess-11-1189-2011</article-id>
<title-group>
<article-title>Stochastic index model for intermittent regimes: from preliminary  analysis to regionalisation</article-title>
</title-group>
<contrib-group><contrib contrib-type="author" xlink:type="simple"><name name-style="western"><surname>Rianna</surname>
<given-names>M.</given-names>
</name>
<xref ref-type="aff" rid="aff1">
<sup>1</sup>
</xref>
</contrib>
<contrib contrib-type="author" xlink:type="simple"><name name-style="western"><surname>Russo</surname>
<given-names>F.</given-names>
</name>
<xref ref-type="aff" rid="aff1">
<sup>1</sup>
</xref>
</contrib>
<contrib contrib-type="author" xlink:type="simple"><name name-style="western"><surname>Napolitano</surname>
<given-names>F.</given-names>
</name>
<xref ref-type="aff" rid="aff1">
<sup>1</sup>
</xref>
</contrib>
</contrib-group><aff id="aff1">
<label>1</label>
<addr-line>Dipartimento di Ingegneria Civile, Edile e Ambientale, Sapienza  Università di Roma, Via Eudossiana 18, 00184 Roma, Italy</addr-line>
</aff>
<pub-date pub-type="epub">
<day>27</day>
<month>04</month>
<year>2011</year>
</pub-date>
<volume>11</volume>
<issue>4</issue>
<fpage>1189</fpage>
<lpage>1203</lpage>
<permissions>
<copyright-statement>Copyright: &#x000a9; 2011 M. Rianna et al.</copyright-statement>
<copyright-year>2011</copyright-year>
<license license-type="open-access">
<license-p>This work is licensed under the Creative Commons Attribution 3.0 Unported License. To view a copy of this licence, visit <ext-link ext-link-type="uri"  xlink:href="https://creativecommons.org/licenses/by/3.0/">https://creativecommons.org/licenses/by/3.0/</ext-link></license-p>
</license>
</permissions>
<self-uri xlink:href="https://nhess.copernicus.org/articles/11/1189/2011/nhess-11-1189-2011.html">This article is available from https://nhess.copernicus.org/articles/11/1189/2011/nhess-11-1189-2011.html</self-uri>
<self-uri xlink:href="https://nhess.copernicus.org/articles/11/1189/2011/nhess-11-1189-2011.pdf">The full text article is available as a PDF file from https://nhess.copernicus.org/articles/11/1189/2011/nhess-11-1189-2011.pdf</self-uri>
<abstract>
<p>In small and medium-sized basins or in rivers characterized by intermittent
discharges, with low or negligible/null observed values for long periods of
the year, the correct representation of the discharge regime is important for
issues related to water management and to define the amount and quality of
water available for irrigation, domestic and recreational uses. In these
cases, only one index as a statistical metric is often not enough; it is thus
necessary to introduce Flow Duration Curves (FDC).
&lt;br&gt;&lt;br&gt;
The aim of this study is therefore to combine a stochastic index flow model
capable of reproducing the FDC record period of a river, regardless of the
persistence and seasonality of the series, with the theory of total
probability in order to calculate how often a river is dry.
&lt;br&gt;&lt;br&gt;
The paper draws from preliminary analyses, including a study to estimate the
correlation between discharge indicators Q&lt;sub&gt;95&lt;/sub&gt;, Q&lt;sub&gt;50&lt;/sub&gt; and Q&lt;sub&gt;1&lt;/sub&gt;
(discharges exceeding 95%, 50% or 1% of the time, respectively) and some
fundamental characteristics of the basin, as well as to identify homogeneous
regions in the target area through the study of several geo-morphological
features and climatic conditions. The stochastic model was then applied in
one of the homogeneous regions that includes intermittent rivers.
&lt;br&gt;&lt;br&gt;
Finally, the model was regionalized by means of regression analysis in order
to calculate the FDC for ungauged basins; the reliability of this method was
tested using jack-knife validation.</p>
</abstract>
<counts><page-count count="15"/></counts>
</article-meta>
</front>
<body/>
<back>
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</article>