Galina et al 2017a - Revision history

Scipediacontent at 10:45, 26 June 2017

2017-06-26T10:45:06Z

Rimni: Rimni moved page Draft Samper 998618024 to Galina et al 2017a

2017-06-14T13:08:13Z

Rimni moved page Draft Samper 998618024 to Galina et al 2017a

Rimni at 12:43, 14 June 2017

2017-06-14T12:43:19Z

Rimni at 12:42, 14 June 2017

2017-06-14T12:42:47Z

Rimni at 12:42, 14 June 2017

2017-06-14T12:42:07Z

Rimni at 12:41, 14 June 2017

2017-06-14T12:41:19Z

Rimni at 12:40, 14 June 2017

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Rimni at 12:39, 14 June 2017

2017-06-14T12:39:46Z

Rimni at 12:39, 14 June 2017

2017-06-14T12:39:00Z

Rimni at 12:38, 14 June 2017

2017-06-14T12:38:37Z

← Older revision		Revision as of 10:45, 26 June 2017
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−	~~Received: 24/04/2017~~
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−	~~Accepted: 08/05/2017~~
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	==Summary==		==Summary==

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 | colspan="1" | '''Figure 6:'''  Hidrograph of event 2.
 |}
 {|  class="floating_tableSCP wikitable" style="text-align: center; margin: 1em auto;min-width:50%;"

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 Two rainfall events, called event <math display="inline">1</math> and event <math display="inline">2</math> were considered to simulate the surface runoff in a river basin using LBM. For this records of excess precipitation that occurred in the river basin shown in Figure [[#img-3|3]] at an interval of five years of measurements were utilized. These data are presented by Stephenson and Meadows <span id='citeF-28'></span>[[#cite-28|[28]]]. In the first event only rainfall intensity is used, 12.7 <math display="inline">mm/h</math> with a time duration of 1.2 <math display="inline">h</math>, which is the same event described by Stephenson and Meadows <span id='citeF-28'></span>[[#cite-28|[28]]], in which the authors apply graphic methods to obtain the hydrographs at the outlet of the river basin. In the second event data of four intervals of excess precipitation are used. These values are shown in Table [[#table-2|2]].
 {|  class="floating_tableSCP wikitable" style="text-align: center; margin: 1em auto;min-width:50%;"
 |+ style="font-size: 75%;" |<span id='table-2'></span>Table. 2 Excess rainfall intensity

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 | colspan="1" | '''Figure 4:''' Watershed segmentation
 |}
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 Two rainfall events, called event <math display="inline">1</math> and event <math display="inline">2</math> were considered to simulate the surface runoff in a river basin using LBM. For this records of excess precipitation that occurred in the river basin shown in Figure [[#img-3|3]] at an interval of five years of measurements were utilized. These data are presented by Stephenson and Meadows <span id='citeF-28'></span>[[#cite-28|[28]]]. In the first event only rainfall intensity is used, 12.7 <math display="inline">mm/h</math> with a time duration of 1.2 <math display="inline">h</math>, which is the same event described by Stephenson and Meadows <span id='citeF-28'></span>[[#cite-28|[28]]], in which the authors apply graphic methods to obtain the hydrographs at the outlet of the river basin. In the second event data of four intervals of excess precipitation are used. These values are shown in Table [[#table-2|2]].
 {|  class="floating_tableSCP wikitable" style="text-align: center; margin: 1em auto;min-width:50%;"

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 <div class="left" style="width: auto; margin-left: auto; margin-right: auto;font-size: 85%;">
 <div id="cite-1"></div>
-[[#citeF-1|[1]]]  A. de O. Fortuna, Técnicas Computacionais para Dinâmica de Fluidos. Edusp, São Paulo, Brasil, 2012.</div>
+[[#citeF-1|[1]]]  A. de O. Fortuna, Técnicas Computacionais para Dinâmica de Fluidos. Edusp, São Paulo, Brasil, 2012.
-<div class="left" style="width: auto; margin-left: auto; margin-right: auto;font-size: 85%;">
 <div id="cite-2"></div>
 [[#citeF-2|[2]]]  J. G. Zhou, A lattice Boltzmann model for the shallow water equations, Computer Methods in Applied Mechanics and Engineering 191 (2002) 3527-3539.
@@ Line 941: / Line 941: @@
 <div id="cite-5"></div>
 [[#citeF-5|[5]]]  A. M. Lobeiro, Solução das Equações de Saint-Venant em Uma e Duas Dimensões Usando o Método das Características, Ph.D. thesis, Universidade Federal do Paraná, Curitiba, Brasil (2012).
-</div>
 <div id="cite-6"></div>
 [[#citeF-6|[6]]]  M. Dourado, J. Meireles, Obtenção de um modelo de elementos finitos simplificado para representação de juntas rebitadas em análise dinâmica de estruturas usando uma ferramenta de updating,, Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería, 32 (3) (2016) 173-180.
@@ Line 1,013: / Line 1,013: @@
 <div id="cite-29"></div>
 [[#citeF-29|[29]]]  D. A. Woolhier, R. E. Smith, D. C. Goodrich, KINEROS, A Kinematic Runoff and Erosion Model: Documentation and User Manual U. S. Department of Agriculture, Agricultural Research Service, ARS-77. Disponível em: http://www.tucson.ars.ag.gov/kineros. Acesso em: 15/11/2016.

← Older revision	Revision as of 13:08, 14 June 2017
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 ==Bibliography==
-<div id="cite-1;font-size:85%"></div>
+<div id="cite-1;font-size:85%;"></div>
 [[#citeF-1|[1]]]  A. de O. Fortuna, Técnicas Computacionais para Dinâmica de Fluidos. Edusp, São Paulo, Brasil, 2012.