<?xml version="1.0" encoding="ISO-8859-1"?><article xmlns:mml="http://www.w3.org/1998/Math/MathML" xmlns:xlink="http://www.w3.org/1999/xlink" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance">
<front>
<journal-meta>
<journal-id>0187-6236</journal-id>
<journal-title><![CDATA[Atmósfera]]></journal-title>
<abbrev-journal-title><![CDATA[Atmósfera]]></abbrev-journal-title>
<issn>0187-6236</issn>
<publisher>
<publisher-name><![CDATA[Universidad Nacional Autónoma de México, Instituto de Ciencias de la Atmósfera y Cambio Climático]]></publisher-name>
</publisher>
</journal-meta>
<article-meta>
<article-id>S0187-62362024000100005</article-id>
<article-id pub-id-type="doi">10.20937/atm.53234</article-id>
<title-group>
<article-title xml:lang="en"><![CDATA[Modeling tropical storm Elsa: Flood map simulation using multisensory precipitation in Connecticut]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Stella]]></surname>
<given-names><![CDATA[Juan M.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,Lamar University Department of Civil and Environmental Engineering ]]></institution>
<addr-line><![CDATA[Beaumont Texas]]></addr-line>
<country>USA</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>00</month>
<year>2024</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>00</month>
<year>2024</year>
</pub-date>
<volume>38</volume>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_arttext&amp;pid=S0187-62362024000100005&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_abstract&amp;pid=S0187-62362024000100005&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_pdf&amp;pid=S0187-62362024000100005&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="en"><p><![CDATA[ABSTRACT A flood map simulation in the Fenton River watershed, Connecticut, was conducted for Tropical Storm Elsa occurred in early July 2021, using Multi Radar Multi Sensor-Quantitative Precipitation Estimation (MRMS-QPE) as input to force the Hydrologic Engineering Center-Hydrologic Modeling System (HEC-HMS) to simulate discharges in the mainstream of the watershed. The simulated discharges were calibrated using observed discharges at the Old Turnpike Bridge USGS station, and they were used to force a Hydrologic Engineering Center-River Analysis System (HEC-RAS) 2D model of the Fenton River watershed. The simulated stages were calibrated using observed stages at Old Turnpike Bridge USGS station to simulate flood maps in the mainstream of the watershed. The resulting use of HEC-HMS and HEC-RAS 2D models coupled with MRMS-QPE precipitation shows that these models set up is user-friendly. The model shows stability and the capacity to simulate flood maps along the whole mainstream of the Fenton River with good accuracy.]]></p></abstract>
<abstract abstract-type="short" xml:lang="es"><p><![CDATA[RESUMEN Se realizó una simulación de mapa de inundación en la cuenca del río Fenton, Connecticut, para la tormenta tropical Elsa ocurrida a inicios de julio de 2021. Se utilizó para ello el método multirradar/multisensor-estimación cuantitativa de la precipitación (MRMS-QPE, por sus siglas en inglés) como dato para aplicar el Sistema de Modelación Hidrológica del Centro de Ingeniería Hidrológica (HEC-HMS) para simular descargas en la corriente principal de la cuenca. Las descargas simuladas se calibraron utilizando las descargas observadas en la estación hidrográfica del puente Old Turnpike y se aplicaron a un Sistema 2D de Modelación Fluvial del Centro de Ingeniería Hidrológica (HEC-RAS) de la cuenca del río Fenton. Las alturas simuladas se calibraron usando las alturas observadas en la estación del Servicio Geológico de Estados Unidos del puente Old Turnpike con el fin de simular mapas de inundación en la corriente principal de la cuenca. El uso de los modelos 2D HEC-HMS y HEC-RAS junto con la precipitación MRMS-QPE muestra que estos modelos son fáciles de configurar. El modelo muestra estabilidad y capacidad para simular mapas de inundación a lo largo de toda la corriente principal del río Fenton con buena precisión.]]></p></abstract>
<kwd-group>
<kwd lng="en"><![CDATA[MRMS-QPE precipitation]]></kwd>
<kwd lng="en"><![CDATA[HEC-HMS]]></kwd>
<kwd lng="en"><![CDATA[HEC-RAS 2D]]></kwd>
<kwd lng="en"><![CDATA[floodmap]]></kwd>
<kwd lng="en"><![CDATA[New England]]></kwd>
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