<?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>0123-7799</journal-id>
<journal-title><![CDATA[TecnoLógicas]]></journal-title>
<abbrev-journal-title><![CDATA[TecnoL.]]></abbrev-journal-title>
<issn>0123-7799</issn>
<publisher>
<publisher-name><![CDATA[Instituto Tecnológico Metropolitano - ITM]]></publisher-name>
</publisher>
</journal-meta>
<article-meta>
<article-id>S0123-77992024000300206</article-id>
<article-id pub-id-type="doi">10.22430/22565337.3165</article-id>
<title-group>
<article-title xml:lang="es"><![CDATA[Evaluación de pavimentos permeables como técnica para mitigar picos de escorrentía superficial]]></article-title>
<article-title xml:lang="en"><![CDATA[Assessment of Permeable Pavements as a Technique to Mitigate Surface Runoff Peaks]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Pantoja Cárdenas]]></surname>
<given-names><![CDATA[Jhoan Sebastián]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Zambrano Nájera]]></surname>
<given-names><![CDATA[Jeannette]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,Universidad Nacional de Colombia  ]]></institution>
<addr-line><![CDATA[Manizales ]]></addr-line>
<country>Colombia</country>
</aff>
<aff id="Af2">
<institution><![CDATA[,Universidad Nacional de Colombia  ]]></institution>
<addr-line><![CDATA[Manizales ]]></addr-line>
<country>Colombia</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>12</month>
<year>2024</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>12</month>
<year>2024</year>
</pub-date>
<volume>27</volume>
<numero>61</numero>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.co/scielo.php?script=sci_arttext&amp;pid=S0123-77992024000300206&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.co/scielo.php?script=sci_abstract&amp;pid=S0123-77992024000300206&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.co/scielo.php?script=sci_pdf&amp;pid=S0123-77992024000300206&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="es"><p><![CDATA[Resumen Las inundaciones pluviales causan emergencias y desastres en las ciudades a nivel mundial. Dichas inundaciones se producen principalmente por la impermeabilización de las cuencas. El problema se agrava en ciudades como Manizales, con altas y medias pendientes, ya que se presentan altas velocidades de flujo y por tanto incrementos de los volúmenes de escorrentía, lo que a su vez está asociado con altos caudales punta. Para mitigar dichos efectos negativos han surgido los pavimentos permeables (PP) como infraestructura alternativa. Teniendo en cuenta lo anterior, el objetivo de esta investigación fue evaluar la capacidad de los PP para mitigar las intensidades de escorrentía superficial en cuencas con medias y altas pendientes. La metodología empleada consistió en realizar una modelación hidrodinámica con SWMM en la cuenca experimental Palogrande San Luis, cuenca que presenta las características mencionadas y está ubicada en la ciudad de Manizales, Colombia. Se utilizaron PP para vías vehiculares de tráfico liviano en asfalto permeable, parqueaderos en concreto permeable y áreas comunes en adoquines de concreto permeable. Los PP propuestos para parqueaderos y áreas comunes presentaron reducciones de escorrentía solo entre el 0 % y el 20 %. Se concluye que los PP propuestos en vías vehiculares reducen más la escorrentía superficial que aquellos propuestos en áreas comunes y en parqueaderos debido al área impermeable aportante que le corresponde a cada uno.]]></p></abstract>
<abstract abstract-type="short" xml:lang="en"><p><![CDATA[Abstract Stormwater flooding causes emergencies and disasters in cities worldwide. These floods are mainly caused by the impermeabilization of the watersheds. The problem worsens in cities like Manizales, with medium to high slopes, as high flow velocities occur, leading to increased runoff volumes, which in turn are associated with high peak flows. To mitigate these negative effects, Permeable Pavements (PP) have emerged as an alternative infrastructure solution. Considering this, the objective of this research was to assess the impact of PP in mitigating surface runoff peaks in watersheds with medium to high slopes. The methodology used involved hydrodynamic modeling with SWMM in the Palogrande San Luis experimental watershed, which exhibits the mentioned characteristics and is located in the city of Manizales, Colombia. PP was used for light-traffic vehicle roads in permeable asphalt, parking lots in permeable concrete, and common areas with permeable concrete pavers. The proposed PP for parking lots and common areas showed runoff reductions of only between 0 % and 20 %. Finally, it was concluded that the proposed PP for vehicular roads reduces surface runoff more than those proposed for common areas and parking lots, due to the impermeable contributing area associated with each one.]]></p></abstract>
<kwd-group>
<kwd lng="es"><![CDATA[Altas pendientes]]></kwd>
<kwd lng="es"><![CDATA[ciudades empinadas]]></kwd>
<kwd lng="es"><![CDATA[inundaciones pluviales]]></kwd>
<kwd lng="es"><![CDATA[pavimentos permeables]]></kwd>
<kwd lng="es"><![CDATA[sistemas urbanos de drenaje sostenible]]></kwd>
<kwd lng="en"><![CDATA[High slopes]]></kwd>
<kwd lng="en"><![CDATA[steep cities]]></kwd>
<kwd lng="en"><![CDATA[stormwater floods]]></kwd>
<kwd lng="en"><![CDATA[permeable pavements]]></kwd>
<kwd lng="en"><![CDATA[sustainable urban drainage systems]]></kwd>
</kwd-group>
</article-meta>
</front><back>
<ref-list>
<ref id="B1">
<label>[1]</label><nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Ertan]]></surname>
<given-names><![CDATA[S.]]></given-names>
</name>
<name>
<surname><![CDATA[Çelik]]></surname>
<given-names><![CDATA[R. N.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[The Assessment of Urbanization Effect and Sustainable Drainage Solutions on Flood Hazard by GIS]]></article-title>
<source><![CDATA[Sustainability]]></source>
<year>2021</year>
<volume>13</volume>
<numero>4</numero>
<issue>4</issue>
<page-range>2293</page-range></nlm-citation>
</ref>
<ref id="B2">
<label>[2]</label><nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Ahern]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
<name>
<surname><![CDATA[Kovats]]></surname>
<given-names><![CDATA[R. S.]]></given-names>
</name>
<name>
<surname><![CDATA[Wilkinson]]></surname>
<given-names><![CDATA[P.]]></given-names>
</name>
<name>
<surname><![CDATA[Few]]></surname>
<given-names><![CDATA[R.]]></given-names>
</name>
<name>
<surname><![CDATA[Matthies]]></surname>
<given-names><![CDATA[F.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Global health impacts of floods: Epidemiologic evidence]]></article-title>
<source><![CDATA[Epidemiol. Rev.]]></source>
<year>2005</year>
<volume>27</volume>
<numero>1</numero>
<issue>1</issue>
<page-range>36-46</page-range></nlm-citation>
</ref>
<ref id="B3">
<label>[3]</label><nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Sean]]></surname>
<given-names><![CDATA[L.]]></given-names>
</name>
<name>
<surname><![CDATA[Abiodun]]></surname>
<given-names><![CDATA[O.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Natural Disasters, Their Health Effects, and the Significance of Disaster Epidemiology: A Review]]></article-title>
<source><![CDATA[TPHA journal]]></source>
<year>2021</year>
<volume>73</volume>
<numero>1</numero>
<issue>1</issue>
<page-range>10-4</page-range></nlm-citation>
</ref>
<ref id="B4">
<label>[4]</label><nlm-citation citation-type="book">
<collab>Departamento Nacional de Planeación</collab>
<source><![CDATA[3.181 muertos y 12,3 millones de afectados: las cifras de desastres naturales entre 2006 y 2014]]></source>
<year>2024</year>
<publisher-name><![CDATA[dnp.gov.co]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B5">
<label>[5]</label><nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Rey Valencia]]></surname>
<given-names><![CDATA[D. M.]]></given-names>
</name>
</person-group>
<source><![CDATA[Propuesta de sistema de drenaje urbano sostenible para cuencas de montaña con alta pendiente]]></source>
<year>2019</year>
<publisher-loc><![CDATA[sede Manizales ]]></publisher-loc>
<publisher-name><![CDATA[Universidad Nacional de Colombia]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B6">
<label>[6]</label><nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Trapote Jaume]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Gestión de las aguas pluviales en entornos urbanos mediante técnicas de Drenaje Sostenible]]></article-title>
<source><![CDATA[Journal of Engineering and Technology]]></source>
<year>2016</year>
<volume>5</volume>
<numero>2</numero>
<issue>2</issue>
<page-range>26-40</page-range></nlm-citation>
</ref>
<ref id="B7">
<label>[7]</label><nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Ashley]]></surname>
<given-names><![CDATA[R.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[UK sustainable drainage systems: past, present and future]]></article-title>
<source><![CDATA[Proc. Inst. Civ. Eng. Civ. Eng.]]></source>
<year>2015</year>
<volume>168</volume>
<numero>3</numero>
<issue>3</issue>
<page-range>125-30</page-range></nlm-citation>
</ref>
<ref id="B8">
<label>[8]</label><nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Leopold]]></surname>
<given-names><![CDATA[L. B.]]></given-names>
</name>
</person-group>
<source><![CDATA[Hydrology for Urban Land Planning - A Guidebook on the Hydrologic Effects of Urban Land Use]]></source>
<year>1968</year>
<publisher-loc><![CDATA[New York, NY, USA ]]></publisher-loc>
<publisher-name><![CDATA[U.S., Geological Survey]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B9">
<label>[9]</label><nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Alcántara-Ayala]]></surname>
<given-names><![CDATA[I.]]></given-names>
</name>
<name>
<surname><![CDATA[Oliver-Smith]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Early Warning Systems: Lost in Translation or Late by Definition? A FORIN Approach]]></article-title>
<source><![CDATA[Int. J. Disaster Risk Sci.]]></source>
<year>2019</year>
<volume>10</volume>
<numero>3</numero>
<issue>3</issue>
<page-range>317-31</page-range></nlm-citation>
</ref>
<ref id="B10">
<label>[10]</label><nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Karbasi]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
<name>
<surname><![CDATA[Shokoohi]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<name>
<surname><![CDATA[Saghafian]]></surname>
<given-names><![CDATA[B.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Loss of Life Estimation Due to Flash Floods in Residential Areas using a Regional Model]]></article-title>
<source><![CDATA[Water Resour. Manag.]]></source>
<year>2018</year>
<volume>32</volume>
<numero>14</numero>
<issue>14</issue>
<page-range>4575-89</page-range></nlm-citation>
</ref>
<ref id="B11">
<label>[11]</label><nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Derrick Sewell]]></surname>
<given-names><![CDATA[W. R.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Human Response to Floods]]></article-title>
<source><![CDATA[Introduction to Geographical Hydrology]]></source>
<year>2019</year>
<page-range>121-41</page-range><publisher-loc><![CDATA[United Kingdom, UK ]]></publisher-loc>
<publisher-name><![CDATA[Routledge]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B12">
<label>[12]</label><nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Trubey]]></surname>
<given-names><![CDATA[K. R.]]></given-names>
</name>
<name>
<surname><![CDATA[Culpepper]]></surname>
<given-names><![CDATA[S.]]></given-names>
</name>
<name>
<surname><![CDATA[Maruyama]]></surname>
<given-names><![CDATA[Y.]]></given-names>
</name>
<name>
<surname><![CDATA[Kinnamon]]></surname>
<given-names><![CDATA[S. C.]]></given-names>
</name>
<name>
<surname><![CDATA[Chaudhari]]></surname>
<given-names><![CDATA[N.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Tastants evoke cAMP signal in taste buds that is independent of calcium signaling]]></article-title>
<source><![CDATA[Am. J. Physiol. Physiol.]]></source>
<year>2006</year>
<volume>291</volume>
<numero>2</numero>
<issue>2</issue>
<page-range>C237-44</page-range></nlm-citation>
</ref>
<ref id="B13">
<label>[13]</label><nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Perales]]></surname>
<given-names><![CDATA[S. M.]]></given-names>
</name>
<name>
<surname><![CDATA[Doménec]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<name>
<surname><![CDATA[Fernández Escalante]]></surname>
<given-names><![CDATA[E. A.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Los sistemas urbanos de drenaje sostenible (SUDS) en la hidrogeología urbana]]></article-title>
<source><![CDATA[Grupo TRAGSA Madrid. IX Simp. Hidrogeol. AIH. Elche, Val.]]></source>
<year>2008</year>
<page-range>1-12</page-range></nlm-citation>
</ref>
<ref id="B14">
<label>[14]</label><nlm-citation citation-type="">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Woods Ballard]]></surname>
<given-names><![CDATA[B.]]></given-names>
</name>
</person-group>
<source><![CDATA[The SuDS Manual. (2015)]]></source>
<year>2024</year>
<publisher-loc><![CDATA[CIRIA. London ]]></publisher-loc>
</nlm-citation>
</ref>
<ref id="B15">
<label>[15]</label><nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[García-Casuso]]></surname>
<given-names><![CDATA[C.]]></given-names>
</name>
<name>
<surname><![CDATA[Lapeña-Mañero]]></surname>
<given-names><![CDATA[P.]]></given-names>
</name>
<name>
<surname><![CDATA[Blanco-Fernández]]></surname>
<given-names><![CDATA[E.]]></given-names>
</name>
<name>
<surname><![CDATA[Vega-Zamanillo]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<name>
<surname><![CDATA[Montenegro-Cooper]]></surname>
<given-names><![CDATA[J. M.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Laboratory Assessment of Water Permeability Loss of Geotextiles Due to Their Installation in Pervious Pavements]]></article-title>
<source><![CDATA[Water]]></source>
<year>2020</year>
<month>.</month>
<volume>12</volume>
<numero>5</numero>
<issue>5</issue>
<page-range>1473</page-range></nlm-citation>
</ref>
<ref id="B16">
<label>[16]</label><nlm-citation citation-type="">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Fletcher]]></surname>
<given-names><![CDATA[T. D.]]></given-names>
</name>
<name>
<surname><![CDATA[Duncan]]></surname>
<given-names><![CDATA[H. P.]]></given-names>
</name>
<name>
<surname><![CDATA[Poelsma]]></surname>
<given-names><![CDATA[P.]]></given-names>
</name>
<name>
<surname><![CDATA[Lloyd]]></surname>
<given-names><![CDATA[S. D.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Storm Water Flow and Quality, and the Effectiveness of Non-Proprietary Storm Water Treatment Measures - a Review and Gap Analysis]]></article-title>
<source><![CDATA[Cooperative Research Centre for Catchment Hydrology]]></source>
<year>2005</year>
<publisher-loc><![CDATA[Technical Report, Clayton, Australia ]]></publisher-loc>
</nlm-citation>
</ref>
<ref id="B17">
<label>[17]</label><nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Hatt]]></surname>
<given-names><![CDATA[B. E.]]></given-names>
</name>
<name>
<surname><![CDATA[Fletcher]]></surname>
<given-names><![CDATA[T. D.]]></given-names>
</name>
<name>
<surname><![CDATA[Deletic]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Hydrologic and Pollutant Removal Performance of Stormwater Bio&#64257;ltration Systems at the Field Scale,]]></article-title>
<source><![CDATA[Journal of Hydrology]]></source>
<year>2007</year>
<volume>365</volume>
<numero>3-4</numero>
<issue>3-4</issue>
<page-range>310-21</page-range></nlm-citation>
</ref>
<ref id="B18">
<label>[18]</label><nlm-citation citation-type="">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Horton]]></surname>
<given-names><![CDATA[B.]]></given-names>
</name>
<name>
<surname><![CDATA[Digman]]></surname>
<given-names><![CDATA[C. J]]></given-names>
</name>
<name>
<surname><![CDATA[Ashley]]></surname>
<given-names><![CDATA[R. M.]]></given-names>
</name>
<name>
<surname><![CDATA[Gill]]></surname>
<given-names><![CDATA[E.]]></given-names>
</name>
</person-group>
<source><![CDATA[BeST (Benefits of SuDS Tool) Technical Guidance. (2016)]]></source>
<year>2024</year>
<publisher-loc><![CDATA[CIRIA. London ]]></publisher-loc>
</nlm-citation>
</ref>
<ref id="B19">
<label>[19]</label><nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Castro Espinosa]]></surname>
<given-names><![CDATA[M. L.]]></given-names>
</name>
</person-group>
<source><![CDATA[Pavimentos permeables como alternativa de drenaje urbano]]></source>
<year>2011</year>
<publisher-loc><![CDATA[Bogotá, Colombia ]]></publisher-loc>
<publisher-name><![CDATA[Pontificia Universidad Javeriana]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B20">
<label>[20]</label><nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Sañudo-Fontaneda]]></surname>
<given-names><![CDATA[L. A.]]></given-names>
</name>
</person-group>
<source><![CDATA[Análisis de la infiltración de agua de lluvia en firmes permeables con superficies de adoquines y aglomerados porosos para el control en origen de inundaciones]]></source>
<year>2014</year>
<publisher-loc><![CDATA[España ]]></publisher-loc>
<publisher-name><![CDATA[Universidad de Cantabria]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B21">
<label>[21]</label><nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Hammes]]></surname>
<given-names><![CDATA[G.]]></given-names>
</name>
<name>
<surname><![CDATA[Thives]]></surname>
<given-names><![CDATA[L. P.]]></given-names>
</name>
<name>
<surname><![CDATA[Ghisi]]></surname>
<given-names><![CDATA[E.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Application of stormwater collected from porous asphalt pavements for non-potable uses in buildings]]></article-title>
<source><![CDATA[J. Environ. Manage.]]></source>
<year>2018</year>
<volume>222</volume>
<page-range>338-47</page-range></nlm-citation>
</ref>
<ref id="B22">
<label>[22]</label><nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Perales]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
</person-group>
<source><![CDATA[Construcción del aparcamiento de firmes permeables del Parque de Las Llamas, Santander]]></source>
<year>2014</year>
<publisher-loc><![CDATA[España ]]></publisher-loc>
<publisher-name><![CDATA[Universidad de Cantabria]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B23">
<label>[23]</label><nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Rodríguez Hernández]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
</person-group>
<source><![CDATA[Estudio, análisis y diseño de secciones permeables de firmes para vías urbanas con un comportamiento adecuado frente a la colmatación y con la capacidad portante necesaria para soportar tráficos ligeros]]></source>
<year>2008</year>
<publisher-loc><![CDATA[Cantabria, España ]]></publisher-loc>
<publisher-name><![CDATA[Universidad de Cantabria]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B24">
<label>[24]</label><nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Mohamed]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
</person-group>
<source><![CDATA[Performance of Underside Shaped Concrete Blocks for Pavement]]></source>
<year>2014</year>
<publisher-loc><![CDATA[Johor, Malasia ]]></publisher-loc>
<publisher-name><![CDATA[University Teknologi Malaysia]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B25">
<label>[25]</label><nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Mullaney]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
<name>
<surname><![CDATA[Lucke]]></surname>
<given-names><![CDATA[T.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Practical Review of Pervious Pavement Designs]]></article-title>
<source><![CDATA[Clean - Soil, Air, Water]]></source>
<year>2014</year>
<volume>42</volume>
<numero>2</numero>
<issue>2</issue>
<page-range>111-24</page-range></nlm-citation>
</ref>
<ref id="B26">
<label>[26]</label><nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Chopra]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
<name>
<surname><![CDATA[Kakuturu]]></surname>
<given-names><![CDATA[S.]]></given-names>
</name>
<name>
<surname><![CDATA[Ballock]]></surname>
<given-names><![CDATA[C.]]></given-names>
</name>
<name>
<surname><![CDATA[Spence]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
<name>
<surname><![CDATA[Wanielista]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Effect of Rejuvenation Methods on the Infiltration Rates of Pervious Concrete Pavements]]></article-title>
<source><![CDATA[J. Hydrol. Eng.]]></source>
<year>2009</year>
<volume>15</volume>
<numero>6</numero>
<issue>6</issue>
<page-range>426-33</page-range></nlm-citation>
</ref>
<ref id="B27">
<label>[27]</label><nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Drake]]></surname>
<given-names><![CDATA[J. A. P.]]></given-names>
</name>
<name>
<surname><![CDATA[Bradford]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<name>
<surname><![CDATA[Marsalek]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Review of environmental performance of permeable pavement systems: state of the knowledge]]></article-title>
<source><![CDATA[Water Qual. Res. J.]]></source>
<year>2013</year>
<volume>48</volume>
<numero>3</numero>
<issue>3</issue>
<page-range>203-22</page-range></nlm-citation>
</ref>
<ref id="B28">
<label>[28]</label><nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Li]]></surname>
<given-names><![CDATA[F.]]></given-names>
</name>
<name>
<surname><![CDATA[Liu]]></surname>
<given-names><![CDATA[Y.]]></given-names>
</name>
<name>
<surname><![CDATA[Engel]]></surname>
<given-names><![CDATA[B. A.]]></given-names>
</name>
<name>
<surname><![CDATA[Chen]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
<name>
<surname><![CDATA[Sun]]></surname>
<given-names><![CDATA[H.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Green infrastructure practices simulation of the impacts of land use on surface runoff: Case study in Ecorse River watershed, Michigan]]></article-title>
<source><![CDATA[J. Environ. Manage.]]></source>
<year>2019</year>
<volume>233</volume>
<page-range>603-11</page-range></nlm-citation>
</ref>
<ref id="B29">
<label>[29]</label><nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Palla]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<name>
<surname><![CDATA[Gnecco]]></surname>
<given-names><![CDATA[I.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Hydrologic modeling of Low Impact Development systems at the urban catchment scale]]></article-title>
<source><![CDATA[Journal of Hydrology]]></source>
<year>2015</year>
<volume>528</volume>
<page-range>361-8</page-range></nlm-citation>
</ref>
<ref id="B30">
<label>[30]</label><nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Papakos]]></surname>
<given-names><![CDATA[T. H.]]></given-names>
</name>
<name>
<surname><![CDATA[Gould]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
<name>
<surname><![CDATA[Brunner]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Redeveloping Brownfields with LID Design]]></article-title>
<source><![CDATA[Low Impact Development 2010]]></source>
<year>2010</year>
<page-range>1684-97</page-range><publisher-loc><![CDATA[Reston, VA ]]></publisher-loc>
<publisher-name><![CDATA[American Society of Civil Engineers]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B31">
<label>[31]</label><nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Hua-Peng]]></surname>
<given-names><![CDATA[Q.]]></given-names>
</name>
<name>
<surname><![CDATA[Zhuo-xi]]></surname>
<given-names><![CDATA[l.]]></given-names>
</name>
<name>
<surname><![CDATA[Guangtao]]></surname>
<given-names><![CDATA[F.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[The effects of low impact development on urban flooding under different rainfall characteristics]]></article-title>
<source><![CDATA[J. Environ. Manage.]]></source>
<year>2013</year>
<volume>129</volume>
<page-range>577-85</page-range></nlm-citation>
</ref>
<ref id="B32">
<label>[32]</label><nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Huang]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
<name>
<surname><![CDATA[He]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
<name>
<surname><![CDATA[Valeo]]></surname>
<given-names><![CDATA[C.]]></given-names>
</name>
<name>
<surname><![CDATA[Chu]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Temporal evolution modeling of hydraulic and water quality performance of permeable pavements]]></article-title>
<source><![CDATA[J. Hydrol.]]></source>
<year>2016</year>
<volume>533</volume>
<page-range>15-27</page-range></nlm-citation>
</ref>
<ref id="B33">
<label>[33]</label><nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Collins]]></surname>
<given-names><![CDATA[K.]]></given-names>
</name>
<name>
<surname><![CDATA[Hunt]]></surname>
<given-names><![CDATA[W. F.]]></given-names>
</name>
<name>
<surname><![CDATA[Hathaway]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Hydrologic comparison of four types of permeable pavement and standard asphalt in easter North Carolina.]]></article-title>
<source><![CDATA[J. Hydrol. Eng.]]></source>
<year>2008</year>
<volume>13</volume>
<numero>12</numero>
<issue>12</issue>
<page-range>1146-57</page-range></nlm-citation>
</ref>
<ref id="B34">
<label>[34]</label><nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Fassman]]></surname>
<given-names><![CDATA[E. A.]]></given-names>
</name>
<name>
<surname><![CDATA[Blackbourn]]></surname>
<given-names><![CDATA[S.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Urban Runoff Mitigation by a Permeable Pavement System Over Impermeable Soils]]></article-title>
<source><![CDATA[J. Hydrol. Eng.]]></source>
<year>2010</year>
<volume>15</volume>
<numero>6</numero>
<issue>6</issue>
<page-range>475-85</page-range></nlm-citation>
</ref>
<ref id="B35">
<label>[35]</label><nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Liu]]></surname>
<given-names><![CDATA[T.]]></given-names>
</name>
<name>
<surname><![CDATA[Lawluvy]]></surname>
<given-names><![CDATA[Y.]]></given-names>
</name>
<name>
<surname><![CDATA[Shi]]></surname>
<given-names><![CDATA[Y.]]></given-names>
</name>
<name>
<surname><![CDATA[Pow-Seng]]></surname>
<given-names><![CDATA[Y.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Low Impact Development (LID) Practices: A Review on Recent Developments, Challenges and Prospects]]></article-title>
<source><![CDATA[Water, Air, Soil Pollut.]]></source>
<year>2021</year>
<volume>232</volume>
<numero>9</numero>
<issue>9</issue>
<page-range>344</page-range></nlm-citation>
</ref>
<ref id="B36">
<label>[36]</label><nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Shafique]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
<name>
<surname><![CDATA[Kim]]></surname>
<given-names><![CDATA[R.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Low Impact Development Practices: A Review of Current Research and Recommendations for Future Directions]]></article-title>
<source><![CDATA[Ecol. Chem. Eng. S.]]></source>
<year>2015</year>
<volume>22</volume>
<numero>4</numero>
<issue>4</issue>
<page-range>543-63</page-range></nlm-citation>
</ref>
<ref id="B37">
<label>[37]</label><nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Kamali]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
<name>
<surname><![CDATA[Delkash]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
<name>
<surname><![CDATA[Tajrishy]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Evaluation of permeable pavement responses to urban surface runoff]]></article-title>
<source><![CDATA[J. Environ. Manage.]]></source>
<year>2017</year>
<volume>187</volume>
<page-range>43-53</page-range></nlm-citation>
</ref>
<ref id="B38">
<label>[38]</label><nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Damodaram]]></surname>
<given-names><![CDATA[C.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Simulation of Combined Best Management Practices and Low Impact Development for Sustainable Stormwater Management]]></article-title>
<source><![CDATA[JAWRA J. Am. Water Resour. Assoc.]]></source>
<year>2010</year>
<volume>46</volume>
<numero>5</numero>
<issue>5</issue>
<page-range>907-18</page-range></nlm-citation>
</ref>
<ref id="B39">
<label>[39]</label><nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Rey Valencia]]></surname>
<given-names><![CDATA[D. M.]]></given-names>
</name>
<name>
<surname><![CDATA[Zambrano Nájera]]></surname>
<given-names><![CDATA[J. del C.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Estudio de la respuesta hidrológica en la cuenca urbana de montaña San Luis-Palogrande]]></article-title>
<source><![CDATA[Rev. UIS ing.]]></source>
<year>2018</year>
<volume>17</volume>
<numero>1</numero>
<issue>1</issue>
<page-range>115-26</page-range></nlm-citation>
</ref>
<ref id="B40">
<label>[40]</label><nlm-citation citation-type="confpro">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Cabezas Suárez]]></surname>
<given-names><![CDATA[Y. C.]]></given-names>
</name>
<name>
<surname><![CDATA[Zambrano Najera]]></surname>
<given-names><![CDATA[J. del C.]]></given-names>
</name>
</person-group>
<source><![CDATA[Evaluación del Impacto de los Cambios de Usos del Suelo sobre la Hidrología de Cuencas Urbanas. Caso de aplicación cuenca San Luis]]></source>
<year>2015</year>
<conf-name><![CDATA[ V Encuentro Regional de Semilleros de Investigación RREDSI.]]></conf-name>
<conf-loc>Manizales, Colombia </conf-loc>
</nlm-citation>
</ref>
<ref id="B41">
<label>[41]</label><nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Duan]]></surname>
<given-names><![CDATA[Q.]]></given-names>
</name>
<name>
<surname><![CDATA[Gupta]]></surname>
<given-names><![CDATA[H. V.]]></given-names>
</name>
<name>
<surname><![CDATA[Sorooshian]]></surname>
<given-names><![CDATA[S.]]></given-names>
</name>
<name>
<surname><![CDATA[Rousseau]]></surname>
<given-names><![CDATA[A. N.]]></given-names>
</name>
<name>
<surname><![CDATA[Turcotte]]></surname>
<given-names><![CDATA[R.]]></given-names>
</name>
</person-group>
<source><![CDATA[Calibration of watershed models]]></source>
<year>2003</year>
<publisher-loc><![CDATA[New York, NY, USA ]]></publisher-loc>
<publisher-name><![CDATA[John Wiley &amp; Sons]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B42">
<label>[42]</label><nlm-citation citation-type="">
<collab>Urban Drainage and Flood Control District</collab>
<source><![CDATA[Urban Storm Drainage Criteria Manual Volume 3, Best Management Practice]]></source>
<year>2024</year>
<month>.</month>
<publisher-loc><![CDATA[Denver. Colorado. (2010) ]]></publisher-loc>
</nlm-citation>
</ref>
<ref id="B43">
<label>[43]</label><nlm-citation citation-type="">
<collab>Riverside County Flood Control and Water Conservation District</collab>
<source><![CDATA[Low Impact Development Best Management Practice Design Handbook]]></source>
<year>2024</year>
<publisher-loc><![CDATA[United States. (2011) ]]></publisher-loc>
</nlm-citation>
</ref>
<ref id="B44">
<label>[44]</label><nlm-citation citation-type="">
<collab>California Department of Transportation</collab>
<source><![CDATA[Pervious Pavement Design Guidance]]></source>
<year>2024</year>
<publisher-loc><![CDATA[California. Estados Unidos. (2013) ]]></publisher-loc>
</nlm-citation>
</ref>
<ref id="B45">
<label>[45]</label><nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Leming]]></surname>
<given-names><![CDATA[L. M.]]></given-names>
</name>
<name>
<surname><![CDATA[Malcom]]></surname>
<given-names><![CDATA[H. R.]]></given-names>
</name>
<name>
<surname><![CDATA[Tennis]]></surname>
<given-names><![CDATA[D. P.]]></given-names>
</name>
</person-group>
<source><![CDATA[Hydrologic Design of Pervious Concrete]]></source>
<year>2007</year>
<page-range>72</page-range><publisher-loc><![CDATA[Silver Spring, Maryland, USA ]]></publisher-loc>
<publisher-name><![CDATA[Portland Cement Association, Skokie, Illinois, and National Ready Mixed Concrete Association]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B46">
<label>[46]</label><nlm-citation citation-type="">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Leiva Villacorta]]></surname>
<given-names><![CDATA[F.]]></given-names>
</name>
</person-group>
<source><![CDATA[Nueva guía de diseño mecanística-empírica para estructuras de pavimento (vistazo a la guía 2002, proyecto nchrp i 37a)]]></source>
<year>2024</year>
<publisher-loc><![CDATA[San Pedro. Costa Rica. (2006) ]]></publisher-loc>
</nlm-citation>
</ref>
<ref id="B47">
<label>[47]</label><nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Ferguson]]></surname>
<given-names><![CDATA[B. K.]]></given-names>
</name>
</person-group>
<source><![CDATA[Porous Pavements]]></source>
<year>2005</year>
<publisher-loc><![CDATA[Boca Raton, FL, USA ]]></publisher-loc>
<publisher-name><![CDATA[CRC Press]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B48">
<label>[48]</label><nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Li]]></surname>
<given-names><![CDATA[H.]]></given-names>
</name>
<name>
<surname><![CDATA[Jones]]></surname>
<given-names><![CDATA[D.]]></given-names>
</name>
<name>
<surname><![CDATA[Harvey]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Development of mechanistic-empirical design procedure for fully permeable pavement under heavy traffic]]></article-title>
<source><![CDATA[Transp. Res. Rec.]]></source>
<year>2012</year>
<volume>2305</volume>
<numero>1</numero>
<issue>1</issue>
<page-range>83-94</page-range></nlm-citation>
</ref>
<ref id="B49">
<label>[49]</label><nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Hall]]></surname>
<given-names><![CDATA[K. D.]]></given-names>
</name>
<name>
<surname><![CDATA[Schwartz]]></surname>
<given-names><![CDATA[C. W.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Development of structural design guidelines for porous asphalt pavement]]></article-title>
<source><![CDATA[Transp. Res. Rec.]]></source>
<year>2018</year>
<volume>2672</volume>
<numero>40</numero>
<issue>40</issue>
<page-range>197-206</page-range></nlm-citation>
</ref>
<ref id="B50">
<label>[50]</label><nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Cárdenas]]></surname>
<given-names><![CDATA[P.]]></given-names>
</name>
<name>
<surname><![CDATA[Sebastián]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
</person-group>
<source><![CDATA[Evaluación de la capacidad de atenuación de flujos de escorrentía superficial de pavimentos permeables en cuencas con medias y altas pendientes]]></source>
<year>2024</year>
<publisher-name><![CDATA[Universidad Nacional de Colombia]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B51">
<label>[51]</label><nlm-citation citation-type="book">
<collab>Resolución 330 de 2017</collab>
<source><![CDATA[RAS 2017 Reglamento técnico del sector de agua potable y saneamiento Básico]]></source>
<year>2017</year>
<publisher-loc><![CDATA[Bogotá, Colombia ]]></publisher-loc>
<publisher-name><![CDATA[Ministerio de Vivienda Ciudad y Territorio]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B52">
<label>[52]</label><nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Pratt]]></surname>
<given-names><![CDATA[C. J.]]></given-names>
</name>
<name>
<surname><![CDATA[Mantle]]></surname>
<given-names><![CDATA[J. D. G.]]></given-names>
</name>
<name>
<surname><![CDATA[Schofield]]></surname>
<given-names><![CDATA[P. A.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[UK research into the performance of permeable pavement, reservoir structures in controlling stormwater discharge quantity and quality]]></article-title>
<source><![CDATA[Water Sci. Technol.]]></source>
<year>1995</year>
<volume>32</volume>
<numero>1</numero>
<issue>1</issue>
<page-range>63-9</page-range></nlm-citation>
</ref>
<ref id="B53">
<label>[53]</label><nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Rushton]]></surname>
<given-names><![CDATA[B. T.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Low-impact parking lot design reduces runoff and pollutant loads]]></article-title>
<source><![CDATA[J. Water Resour. Plan. Manag.]]></source>
<year>2001</year>
<volume>127</volume>
<numero>3</numero>
<issue>3</issue>
<page-range>172-9</page-range></nlm-citation>
</ref>
<ref id="B54">
<label>[54]</label><nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Abbott]]></surname>
<given-names><![CDATA[C. L.]]></given-names>
</name>
<name>
<surname><![CDATA[Comino-Mateos]]></surname>
<given-names><![CDATA[L.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[In&#8208;situ hydraulic performance of a permeable pavement sustainable urban drainage system]]></article-title>
<source><![CDATA[Water Environ. J.]]></source>
<year>2003</year>
<volume>17</volume>
<numero>3</numero>
<issue>3</issue>
<page-range>187-90</page-range></nlm-citation>
</ref>
<ref id="B55">
<label>[55]</label><nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Zachary Bean]]></surname>
<given-names><![CDATA[E.]]></given-names>
</name>
<name>
<surname><![CDATA[Frederick Hunt]]></surname>
<given-names><![CDATA[W.]]></given-names>
</name>
<name>
<surname><![CDATA[Alan Bidelspach]]></surname>
<given-names><![CDATA[D.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Evaluation of four permeable pavement sites in eastern North Carolina for runoff reduction and water quality impacts]]></article-title>
<source><![CDATA[J. Irrig. Drain. Eng.]]></source>
<year>2007</year>
<volume>133</volume>
<numero>6</numero>
<issue>6</issue>
<page-range>583-92</page-range></nlm-citation>
</ref>
<ref id="B56">
<label>[56]</label><nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Zanoni]]></surname>
<given-names><![CDATA[L.]]></given-names>
</name>
<name>
<surname><![CDATA[Boysen]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<name>
<surname><![CDATA[Carlson]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
<name>
<surname><![CDATA[Harris]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
</person-group>
<source><![CDATA[The Benefits of Using Porous Asphalt Pavement in Comparison with Other Forms of Pervious Pavements]]></source>
<year>2018</year>
<publisher-name><![CDATA[University of Illinois at Chicago College of Engineering]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B57">
<label>[57]</label><nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Singh]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<name>
<surname><![CDATA[Vaddy]]></surname>
<given-names><![CDATA[P.]]></given-names>
</name>
<name>
<surname><![CDATA[Biligiri]]></surname>
<given-names><![CDATA[K. P.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Quantification of embodied energy and carbon footprint of pervious concrete pavements through a methodical lifecycle assessment framework]]></article-title>
<source><![CDATA[Resour. Conserv. Recycl.]]></source>
<year>2020</year>
<volume>161</volume>
<page-range>104953</page-range></nlm-citation>
</ref>
<ref id="B58">
<label>[58]</label><nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Zeng]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
<name>
<surname><![CDATA[Huang]]></surname>
<given-names><![CDATA[G.]]></given-names>
</name>
<name>
<surname><![CDATA[Mai]]></surname>
<given-names><![CDATA[Y.]]></given-names>
</name>
<name>
<surname><![CDATA[Chen]]></surname>
<given-names><![CDATA[W.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Optimizing the cost-effectiveness of low impact development (LID) practices using an analytical probabilistic approach]]></article-title>
<source><![CDATA[Urban Water J.]]></source>
<year>2020</year>
<volume>17</volume>
<numero>2</numero>
<issue>2</issue>
<page-range>136-43</page-range></nlm-citation>
</ref>
<ref id="B59">
<label>[59]</label><nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Antunes]]></surname>
<given-names><![CDATA[L. N.]]></given-names>
</name>
<name>
<surname><![CDATA[Ghisi]]></surname>
<given-names><![CDATA[E.]]></given-names>
</name>
<name>
<surname><![CDATA[Thives]]></surname>
<given-names><![CDATA[L. P.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Permeable pavements life cycle assessment: A literature review]]></article-title>
<source><![CDATA[Water]]></source>
<year>2018</year>
<volume>10</volume>
<numero>11</numero>
<issue>11</issue>
<page-range>1575</page-range></nlm-citation>
</ref>
</ref-list>
</back>
</article>
