tag:blogger.com,1999:blog-57337204065365538082024-02-21T23:57:10.313-06:00Ingenieria Civil en El SalvadorIngenieria civil, Normas Tecnicas,Descarga Directa, Libros, Documentos etc.Unknownnoreply@blogger.comBlogger125125tag:blogger.com,1999:blog-5733720406536553808.post-60850774287639001512009-05-11T06:56:00.003-06:002009-05-11T07:09:37.893-06:00Area Tributaria de la Cuenca.<div style="text-align: justify;">Al <span style="font-weight: bold;">área tributaria o superficie de la cuenca</span>, esta se puede determinar por varios métodos:<br /></div><ol style="text-align: justify;"><li>Fotografías de la cuenca.</li><li>Mapas de cuerva de nivel del área de la cuenca.</li><li>levantamiento topográfico.</li></ol><div style="text-align: justify;">De los tres métodos anteriormente señalados el mas preciso es el levantamiento topográfico dado que es mas preciso que los mapas de curvas de nivel dado que en este puede tomar todos los cambio realizados recientemente así también incluir las obras de drenaje existente.<br /><br /><br /></div>Unknownnoreply@blogger.com0tag:blogger.com,1999:blog-5733720406536553808.post-83305402983638277782009-05-10T21:41:00.005-06:002009-05-10T21:59:22.969-06:00Coeficiente de Escorrentia.Del agua de lluvia que cae sobre la superficie de un terreno, una parte se evapora, otra discurre por la superficie (escorrentía) y otra penetra en el terreno (infiltración). Se define como coeficiente de escorrentía, C, de una superficie, S, al cociente del caudal que discurre por dicha superficie, QE, en relación con el caudal total precipitado, QT.<br /><div style="text-align: justify;"><br /><a onblur="try {parent.deselectBloggerImageGracefully();} catch(e) {}" href="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEi57VUTXprTIqomdNLa0WvUM1PTeVSj0V74lBFlpG9GtbWNRnYEfGvvZVa9xW4b_5V5ShpEc1rqr9Y0534V5hJpPgmZHA14LuGfuqwi8s5wyaDYCRjzDqlLdLa0tdhSXWTcTl4FuCGxP6g/s1600-h/cp.bmp"><img style="margin: 0px auto 10px; display: block; text-align: center; cursor: pointer; width: 80px; height: 43px;" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEi57VUTXprTIqomdNLa0WvUM1PTeVSj0V74lBFlpG9GtbWNRnYEfGvvZVa9xW4b_5V5ShpEc1rqr9Y0534V5hJpPgmZHA14LuGfuqwi8s5wyaDYCRjzDqlLdLa0tdhSXWTcTl4FuCGxP6g/s320/cp.bmp" alt="" id="BLOGGER_PHOTO_ID_5334408553065904722" border="0" /></a>Se puede considerar el área total o dividir la misma en diferentes subcuencas con diferentes características. En cualquier caso, cuando se trata de una zona uniforme (sea el área total o la de una subcuenca) será necesario determinar un valor del coeficiente de escorrentía medio para la misma. Dado que puede estar formado por terreno de diferente tipo, diferentes densidades de<br /><div style="text-align: justify;">edificación, etc., se calcula el coeficiente de escorrentía medio realizando una media ponderada de los diferentes coeficientes de escorrentía de cada una de las subzonas en las que se puede dividir el área considerada. De esta forma se llega a la expresión del coeficiente de escorrentía medio C para una zona formada por diferentes subáreas Ai con diferentes coeficientes de escorrentía Ci:<br /></div><a onblur="try {parent.deselectBloggerImageGracefully();} catch(e) {}" href="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEi7wvbNBm4vUCMrSHlyrdhZREwn1zXyDi8UC-4Xm6MoB5Q_7RH-CHEoKgoJRi4_quVXvNVnyPiiXTwzsDVQafwSTpNxOZQi5aXaQiNC7-QSvZtunYwxpLKuJ6HZXHDtE1LXW6i6-QWuYu0/s1600-h/cp.bmp"><img style="margin: 0px auto 10px; display: block; text-align: center; cursor: pointer; width: 80px; height: 43px;" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEi7wvbNBm4vUCMrSHlyrdhZREwn1zXyDi8UC-4Xm6MoB5Q_7RH-CHEoKgoJRi4_quVXvNVnyPiiXTwzsDVQafwSTpNxOZQi5aXaQiNC7-QSvZtunYwxpLKuJ6HZXHDtE1LXW6i6-QWuYu0/s320/cp.bmp" alt="" id="BLOGGER_PHOTO_ID_5334410440333515650" border="0" /></a>en las tablas se muestran diferentes valores de escorrentia.<br /><br /><a onblur="try {parent.deselectBloggerImageGracefully();} catch(e) {}" href="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEgjC7p-br36BYqTv1Qqb6dQJ5y0ff2OivDwOlr28rh31icU91wBgj2uIuOvxTBKN9Uj0Y91JD86iww9FNQ40NTyvSt3paLA4OIiSpqi8MbXxnbkk-my0PKwxR_wmCgW8izoQRkDp8l_LnA/s1600-h/Tabla+1+escorrentia.bmp"><img style="margin: 0px auto 10px; display: block; text-align: center; cursor: pointer; width: 320px; height: 187px;" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEgjC7p-br36BYqTv1Qqb6dQJ5y0ff2OivDwOlr28rh31icU91wBgj2uIuOvxTBKN9Uj0Y91JD86iww9FNQ40NTyvSt3paLA4OIiSpqi8MbXxnbkk-my0PKwxR_wmCgW8izoQRkDp8l_LnA/s320/Tabla+1+escorrentia.bmp" alt="" id="BLOGGER_PHOTO_ID_5334410438015944210" border="0" /></a><br /><br /><a onblur="try {parent.deselectBloggerImageGracefully();} catch(e) {}" href="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEhZyL51eeBeq_NB6KQSbYV342hvjprTrFgO-DmQsvbQPGfMdEx3BrA6nzjmImpDNZo4hgahuLrO89JdMNrlh2p2T0xz98cHe5u_M4mEnEWYtwJ6oBoAuzC_kespaJVtwgqutp4TIrYc48o/s1600-h/escorrentia+2.bmp"><img style="margin: 0px auto 10px; display: block; text-align: center; cursor: pointer; width: 320px; height: 161px;" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEhZyL51eeBeq_NB6KQSbYV342hvjprTrFgO-DmQsvbQPGfMdEx3BrA6nzjmImpDNZo4hgahuLrO89JdMNrlh2p2T0xz98cHe5u_M4mEnEWYtwJ6oBoAuzC_kespaJVtwgqutp4TIrYc48o/s320/escorrentia+2.bmp" alt="" id="BLOGGER_PHOTO_ID_5334410440930631842" border="0" /></a><br /></div>Unknownnoreply@blogger.com0tag:blogger.com,1999:blog-5733720406536553808.post-78574577684206497892009-05-10T21:07:00.003-06:002009-05-10T21:34:38.754-06:00Factores que Afectan la Escorrentía<div style="text-align: left;">Se conoce como<span style="font-weight: bold;"> coeficiente de escorrentia</span> a la relación entre el índice de escorrentía y la precipitación anual. Indica qué porcentaje de la precipitación anual circula, de media.
<br /></div>
<br /><meta equiv="Content-Type" content="text/html; charset=utf-8"><meta name="ProgId" content="Word.Document"><meta name="Generator" content="Microsoft Word 11"><meta name="Originator" content="Microsoft Word 11"><link rel="File-List" href="file:///C:%5CDOCUME%7E1%5CUSER%5CCONFIG%7E1%5CTemp%5Cmsohtml1%5C01%5Cclip_filelist.xml"><!--[if gte mso 9]><xml> <w:worddocument> <w:view>Normal</w:View> <w:zoom>0</w:Zoom> <w:hyphenationzone>21</w:HyphenationZone> <w:punctuationkerning/> <w:validateagainstschemas/> <w:saveifxmlinvalid>false</w:SaveIfXMLInvalid> <w:ignoremixedcontent>false</w:IgnoreMixedContent> <w:alwaysshowplaceholdertext>false</w:AlwaysShowPlaceholderText> <w:compatibility> <w:breakwrappedtables/> <w:snaptogridincell/> <w:wraptextwithpunct/> <w:useasianbreakrules/> <w:dontgrowautofit/> </w:Compatibility> <w:browserlevel>MicrosoftInternetExplorer4</w:BrowserLevel> </w:WordDocument> </xml><![endif]--><!--[if gte mso 9]><xml> <w:latentstyles deflockedstate="false" latentstylecount="156"> </w:LatentStyles> </xml><![endif]--><style> <!-- /* Style Definitions */ p.MsoNormal, li.MsoNormal, div.MsoNormal {mso-style-parent:""; margin:0cm; margin-bottom:.0001pt; mso-pagination:widow-orphan; mso-layout-grid-align:none; punctuation-wrap:simple; text-autospace:none; font-size:10.0pt; font-family:"Courier New"; mso-fareast-font-family:"Times New Roman"; mso-bidi-font-family:"Times New Roman"; mso-no-proof:yes;} @page Section1 {size:612.0pt 792.0pt; margin:70.85pt 3.0cm 70.85pt 3.0cm; mso-header-margin:36.0pt; mso-footer-margin:36.0pt; mso-paper-source:0;} div.Section1 {page:Section1;} --> </style><!--[if gte mso 10]> <style> /* Style Definitions */ table.MsoNormalTable {mso-style-name:"Tabla normal"; mso-tstyle-rowband-size:0; mso-tstyle-colband-size:0; mso-style-noshow:yes; mso-style-parent:""; mso-padding-alt:0cm 5.4pt 0cm 5.4pt; mso-para-margin:0cm; mso-para-margin-bottom:.0001pt; mso-pagination:widow-orphan; font-size:10.0pt; font-family:"Times New Roman"; mso-ansi-language:#0400; mso-fareast-language:#0400; mso-bidi-language:#0400;} </style> <![endif]--> <p class="MsoNormal" style="margin-bottom: 7.2pt;"><span style="font-size: 12pt; letter-spacing: 0.3pt;" lang="ES-TRAD"><span style=""> </span>Factores que Afectan la escorrentía<o:p></o:p></span></p> <meta equiv="Content-Type" content="text/html; charset=utf-8"><meta name="ProgId" content="Word.Document"><meta name="Generator" content="Microsoft Word 11"><meta name="Originator" content="Microsoft Word 11"><link rel="File-List" href="file:///C:%5CDOCUME%7E1%5CUSER%5CCONFIG%7E1%5CTemp%5Cmsohtml1%5C01%5Cclip_filelist.xml"><!--[if gte mso 9]><xml> <w:worddocument> <w:view>Normal</w:View> <w:zoom>0</w:Zoom> <w:hyphenationzone>21</w:HyphenationZone> <w:punctuationkerning/> <w:validateagainstschemas/> <w:saveifxmlinvalid>false</w:SaveIfXMLInvalid> <w:ignoremixedcontent>false</w:IgnoreMixedContent> <w:alwaysshowplaceholdertext>false</w:AlwaysShowPlaceholderText> <w:compatibility> <w:breakwrappedtables/> <w:snaptogridincell/> <w:wraptextwithpunct/> <w:useasianbreakrules/> <w:dontgrowautofit/> </w:Compatibility> <w:browserlevel>MicrosoftInternetExplorer4</w:BrowserLevel> </w:WordDocument> </xml><![endif]--><!--[if gte mso 9]><xml> <w:latentstyles deflockedstate="false" latentstylecount="156"> </w:LatentStyles> </xml><![endif]--><style> <!-- /* Style Definitions */ p.MsoNormal, li.MsoNormal, div.MsoNormal {mso-style-parent:""; margin:0cm; margin-bottom:.0001pt; mso-pagination:widow-orphan; mso-layout-grid-align:none; punctuation-wrap:simple; text-autospace:none; font-size:10.0pt; font-family:"Courier New"; mso-fareast-font-family:"Times New Roman"; mso-bidi-font-family:"Times New Roman"; mso-no-proof:yes;} @page Section1 {size:595.2pt 841.9pt; margin:72.0pt 72.0pt 72.0pt 72.0pt; mso-header-margin:36.0pt; mso-footer-margin:36.0pt; mso-paper-source:0;} div.Section1 {page:Section1;} --> </style><!--[if gte mso 10]> <style> /* Style Definitions */ table.MsoNormalTable {mso-style-name:"Tabla normal"; mso-tstyle-rowband-size:0; mso-tstyle-colband-size:0; mso-style-noshow:yes; mso-style-parent:""; mso-padding-alt:0cm 5.4pt 0cm 5.4pt; mso-para-margin:0cm; mso-para-margin-bottom:.0001pt; mso-pagination:widow-orphan; font-size:10.0pt; font-family:"Times New Roman"; mso-ansi-language:#0400; mso-fareast-language:#0400; mso-bidi-language:#0400;} </style> <![endif]--> <p style="text-align: justify;" class="MsoNormal"><span style="font-size:100%;"><span style="font-size: 12pt; letter-spacing: 0.3pt;" lang="ES-TRAD"><span style="font-weight: bold;">1- factores Climáticos</span><o:p></o:p></span></span></p><div style="text-align: justify;"> </div><p style="text-align: justify;" class="MsoNormal"><span style="font-size:100%;"><span style="font-size: 12pt; letter-spacing: 0.3pt;" lang="ES-TRAD"><span style=""></span>A. Precipitación</span></span></p><p style="text-align: justify;" class="MsoNormal"><meta equiv="Content-Type" content="text/html; charset=utf-8"><meta name="ProgId" content="Word.Document"><meta name="Generator" content="Microsoft Word 11"><meta name="Originator" content="Microsoft Word 11"><link rel="File-List" href="file:///C:%5CDOCUME%7E1%5CUSER%5CCONFIG%7E1%5CTemp%5Cmsohtml1%5C01%5Cclip_filelist.xml"><!--[if gte mso 9]><xml> <w:worddocument> <w:view>Normal</w:View> <w:zoom>0</w:Zoom> <w:hyphenationzone>21</w:HyphenationZone> <w:punctuationkerning/> <w:validateagainstschemas/> <w:saveifxmlinvalid>false</w:SaveIfXMLInvalid> <w:ignoremixedcontent>false</w:IgnoreMixedContent> <w:alwaysshowplaceholdertext>false</w:AlwaysShowPlaceholderText> <w:compatibility> <w:breakwrappedtables/> <w:snaptogridincell/> <w:wraptextwithpunct/> <w:useasianbreakrules/> <w:dontgrowautofit/> </w:Compatibility> <w:browserlevel>MicrosoftInternetExplorer4</w:BrowserLevel> </w:WordDocument> </xml><![endif]--><!--[if gte mso 9]><xml> <w:latentstyles deflockedstate="false" latentstylecount="156"> </w:LatentStyles> </xml><![endif]--><style> <!-- /* Style Definitions */ p.MsoNormal, li.MsoNormal, div.MsoNormal {mso-style-parent:""; margin:0cm; margin-bottom:.0001pt; mso-pagination:widow-orphan; mso-layout-grid-align:none; punctuation-wrap:simple; text-autospace:none; font-size:10.0pt; font-family:"Courier New"; mso-fareast-font-family:"Times New Roman"; mso-bidi-font-family:"Times New Roman"; mso-no-proof:yes;} @page Section1 {size:612.0pt 792.0pt; margin:70.85pt 3.0cm 70.85pt 3.0cm; mso-header-margin:36.0pt; mso-footer-margin:36.0pt; mso-paper-source:0;} div.Section1 {page:Section1;} --> </style><!--[if gte mso 10]> <style> /* Style Definitions */ table.MsoNormalTable {mso-style-name:"Tabla normal"; mso-tstyle-rowband-size:0; mso-tstyle-colband-size:0; mso-style-noshow:yes; mso-style-parent:""; mso-padding-alt:0cm 5.4pt 0cm 5.4pt; mso-para-margin:0cm; mso-para-margin-bottom:.0001pt; mso-pagination:widow-orphan; font-size:10.0pt; font-family:"Times New Roman"; mso-ansi-language:#0400; mso-fareast-language:#0400; mso-bidi-language:#0400;} </style> <![endif]--> </p><ul><li><span style="font-size: 12pt; font-family: "Times New Roman"; letter-spacing: 0.3pt;" lang="ES-TRAD">Intensidad.<o:p></o:p></span></li></ul><p style="text-align: justify;" class="MsoNormal"> </p><ul><li><span style="font-size: 12pt; font-family: "Times New Roman"; letter-spacing: 0.3pt;" lang="ES-TRAD">Duración.<o:p></o:p></span></li></ul><p style="text-align: justify;" class="MsoNormal"> </p><ul><li><span style="font-size: 12pt; font-family: "Times New Roman"; letter-spacing: 0.3pt;" lang="ES-TRAD">Distribución a través del </span><span style="font-size: 12pt; font-family: "Times New Roman"; letter-spacing: 0.1pt;" lang="ES-TRAD">tiempo.<o:p></o:p></span></li></ul><p style="text-align: justify;" class="MsoNormal"> </p><ul><li><span style="font-size: 12pt; font-family: "Times New Roman"; letter-spacing: 0.3pt;" lang="ES-TRAD">Distribución en la cuenca.<o:p></o:p></span></li></ul><p style="text-align: justify;" class="MsoNormal"> </p><ul><li><span style="font-size: 12pt; font-family: "Times New Roman"; letter-spacing: 0.3pt;" lang="ES-TRAD"> frecuencia. <o:p></o:p></span></li></ul><p style="text-align: justify;" class="MsoNormal"> </p><ul><li><span style="font-size: 12pt; font-family: "Times New Roman"; letter-spacing: 0.3pt;" lang="ES-TRAD">Localización. geogrática.<o:p></o:p></span></li></ul><p style="text-align: justify;" class="MsoNormal"> </p><p class="MsoNormal"><span style="font-size: 12pt; font-family: "Times New Roman"; letter-spacing: 0.3pt;" lang="ES-TRAD">B. Nieve.<o:p></o:p></span></p> <p class="MsoNormal"><span style="font-size: 12pt; font-family: "Times New Roman"; letter-spacing: 0.3pt;" lang="ES-TRAD">C. Evapotranspiración <o:p></o:p></span></p> <p class="MsoNormal"><span style="font-size: 12pt; font-family: "Times New Roman"; letter-spacing: 0.3pt;" lang="ES-TRAD">
<br /></span></p><p class="MsoNormal"><span style="font-size: 12pt; font-family: "Times New Roman"; letter-spacing: 0.3pt;" lang="ES-TRAD"><span style="font-weight: bold;">2- Factores Fisiográficos </span><o:p></o:p></span></p> <p class="MsoNormal"><span style="font-size: 12pt; font-family: "Times New Roman"; letter-spacing: 0.3pt;" lang="ES-TRAD">A. Características de </span><span style="font-size: 12pt; font-family: "Times New Roman"; letter-spacing: 0.1pt;" lang="ES-TRAD">la </span><span style="font-size: 12pt; font-family: "Times New Roman"; letter-spacing: 0.3pt;" lang="ES-TRAD">cuenca<o:p></o:p></span></p> <p class="MsoNormal"><span style="font-size: 12pt; font-family: "Times New Roman"; letter-spacing: 0.3pt;" lang="ES-TRAD"><span style="">
<br /></span></span></p><p class="MsoNormal"><span style="font-size: 12pt; font-family: "Times New Roman"; letter-spacing: 0.3pt;" lang="ES-TRAD"><span style="">- </span>Factores geométricos.</span></p><p></p><ul><li><span style="font-size: 12pt; font-family: "Times New Roman"; letter-spacing: 0.3pt;" lang="ES-TRAD"></span><span style="font-size: 12pt; font-family: "Times New Roman"; letter-spacing: 0.3pt;" lang="ES-TRAD">Área drenada</span><span style="font-size: 12pt; font-family: "Times New Roman"; letter-spacing: 0.3pt;" lang="ES-TRAD"><span style=""></span></span></li></ul><ul><li><span style="font-size: 12pt; font-family: "Times New Roman"; letter-spacing: 0.3pt;" lang="ES-TRAD"><span style=""></span>Forma</span></li></ul><ul><li><span style="font-size: 12pt; font-family: "Times New Roman"; letter-spacing: 0.3pt;" lang="ES-TRAD"></span><span style="font-size: 12pt; font-family: "Times New Roman"; letter-spacing: 0.3pt;" lang="ES-TRAD">Pendiente</span></li></ul><ul><li><span style="font-size: 12pt; font-family: "Times New Roman"; letter-spacing: 0.3pt;" lang="ES-TRAD"></span><span style="font-size: 12pt; font-family: "Times New Roman"; letter-spacing: 0.3pt;" lang="ES-TRAD">Densidad de las corrientes.</span></li></ul><p style="text-align: justify;" class="MsoNormal"> </p><p style="text-align: justify;" class="MsoNormal"> </p><span style="font-size: 12pt; font-family: "Times New Roman"; letter-spacing: 0.3pt;" lang="ES-TRAD">- factores fisicos:
<br /></span><ul><li>Uso de la tierra.</li></ul><ul><li>Condiciones de Infiltracion.</li></ul><ul><li>Tipo de suelos.</li></ul><ul><li>Condiciones Geologicas.</li></ul><ul><li>Condiciones Topograficas.</li></ul><p style="text-align: justify;" class="MsoNormal"><span style="font-size: 12pt; letter-spacing: 0.3pt;" lang="ES-TRAD"><o:p></o:p></span></p> Unknownnoreply@blogger.com0tag:blogger.com,1999:blog-5733720406536553808.post-33840518210389915562009-05-10T20:45:00.003-06:002009-05-10T21:06:58.577-06:00Metodo Racional.<meta name="Generator" content="Microsoft Word 11"><meta name="Originator" content="Microsoft Word 11"><link rel="File-List" href="file:///C:%5CDOCUME%7E1%5CUSER%5CCONFIG%7E1%5CTemp%5Cmsohtml1%5C01%5Cclip_filelist.xml"><!--[if gte mso 9]><xml> <w:worddocument> <w:view>Normal</w:View> <w:zoom>0</w:Zoom> <w:hyphenationzone>21</w:HyphenationZone> <w:punctuationkerning/> <w:validateagainstschemas/> <w:saveifxmlinvalid>false</w:SaveIfXMLInvalid> <w:ignoremixedcontent>false</w:IgnoreMixedContent> <w:alwaysshowplaceholdertext>false</w:AlwaysShowPlaceholderText> <w:compatibility> <w:breakwrappedtables/> <w:snaptogridincell/> <w:wraptextwithpunct/> <w:useasianbreakrules/> <w:dontgrowautofit/> </w:Compatibility> <w:browserlevel>MicrosoftInternetExplorer4</w:BrowserLevel> </w:WordDocument> </xml><![endif]--><!--[if gte mso 9]><xml> <w:latentstyles deflockedstate="false" latentstylecount="156"> </w:LatentStyles> </xml><![endif]--><style> <!-- /* Style Definitions */ p.MsoNormal, li.MsoNormal, div.MsoNormal {mso-style-parent:""; margin:0cm; margin-bottom:.0001pt; mso-pagination:widow-orphan; mso-layout-grid-align:none; punctuation-wrap:simple; text-autospace:none; font-size:10.0pt; font-family:"Courier New"; mso-fareast-font-family:"Times New Roman"; mso-bidi-font-family:"Times New Roman"; mso-no-proof:yes;} @page Section1 {size:612.0pt 792.0pt; margin:70.85pt 3.0cm 70.85pt 3.0cm; mso-header-margin:36.0pt; mso-footer-margin:36.0pt; mso-paper-source:0;} div.Section1 {page:Section1;} --> </style><!--[if gte mso 10]> <style> /* Style Definitions */ table.MsoNormalTable {mso-style-name:"Tabla normal"; mso-tstyle-rowband-size:0; mso-tstyle-colband-size:0; mso-style-noshow:yes; mso-style-parent:""; mso-padding-alt:0cm 5.4pt 0cm 5.4pt; mso-para-margin:0cm; mso-para-margin-bottom:.0001pt; mso-pagination:widow-orphan; font-size:10.0pt; font-family:"Times New Roman"; mso-ansi-language:#0400; mso-fareast-language:#0400; mso-bidi-language:#0400;} </style> <![endif]--> <p class="MsoNormal" style="text-align: justify; line-height: 30pt;"><meta equiv="Content-Type" content="text/html; charset=utf-8"><meta name="ProgId" content="Word.Document"><meta name="Generator" content="Microsoft Word 11"><meta name="Originator" content="Microsoft Word 11"><link rel="File-List" href="file:///C:%5CDOCUME%7E1%5CUSER%5CCONFIG%7E1%5CTemp%5Cmsohtml1%5C01%5Cclip_filelist.xml"><!--[if gte mso 9]><xml> <w:worddocument> <w:view>Normal</w:View> <w:zoom>0</w:Zoom> <w:hyphenationzone>21</w:HyphenationZone> <w:punctuationkerning/> <w:validateagainstschemas/> <w:saveifxmlinvalid>false</w:SaveIfXMLInvalid> <w:ignoremixedcontent>false</w:IgnoreMixedContent> <w:alwaysshowplaceholdertext>false</w:AlwaysShowPlaceholderText> <w:compatibility> <w:breakwrappedtables/> <w:snaptogridincell/> <w:wraptextwithpunct/> <w:useasianbreakrules/> <w:dontgrowautofit/> </w:Compatibility> <w:browserlevel>MicrosoftInternetExplorer4</w:BrowserLevel> </w:WordDocument> </xml><![endif]--><!--[if gte mso 9]><xml> <w:latentstyles deflockedstate="false" latentstylecount="156"> </w:LatentStyles> </xml><![endif]--><style> <!-- /* Style Definitions */ p.MsoNormal, li.MsoNormal, div.MsoNormal {mso-style-parent:""; margin:0cm; margin-bottom:.0001pt; mso-pagination:widow-orphan; mso-layout-grid-align:none; punctuation-wrap:simple; text-autospace:none; font-size:10.0pt; font-family:"Courier New"; mso-fareast-font-family:"Times New Roman"; mso-bidi-font-family:"Times New Roman"; mso-no-proof:yes;} @page Section1 {size:612.0pt 792.0pt; margin:70.85pt 3.0cm 70.85pt 3.0cm; mso-header-margin:36.0pt; mso-footer-margin:36.0pt; mso-paper-source:0;} div.Section1 {page:Section1;} --> </style><!--[if gte mso 10]> <style> /* Style Definitions */ table.MsoNormalTable {mso-style-name:"Tabla normal"; mso-tstyle-rowband-size:0; mso-tstyle-colband-size:0; mso-style-noshow:yes; mso-style-parent:""; mso-padding-alt:0cm 5.4pt 0cm 5.4pt; mso-para-margin:0cm; mso-para-margin-bottom:.0001pt; mso-pagination:widow-orphan; font-size:10.0pt; font-family:"Times New Roman"; mso-ansi-language:#0400; mso-fareast-language:#0400; mso-bidi-language:#0400;} </style> <![endif]--><span style="font-size:100%;"><span style=";font-family:";font-size:12;" lang="ES-TRAD"></span></span><span style="letter-spacing: 0.3pt;font-size:12;" lang="ES-TRAD"><b style=""><o:p></o:p></b></span></p> <meta equiv="Content-Type" content="text/html; charset=utf-8"><meta name="ProgId" content="Word.Document"><meta name="Generator" content="Microsoft Word 11"><meta name="Originator" content="Microsoft Word 11"><link rel="File-List" href="file:///C:%5CDOCUME%7E1%5CUSER%5CCONFIG%7E1%5CTemp%5Cmsohtml1%5C01%5Cclip_filelist.xml"><!--[if gte mso 9]><xml> <w:worddocument> <w:view>Normal</w:View> <w:zoom>0</w:Zoom> <w:hyphenationzone>21</w:HyphenationZone> <w:punctuationkerning/> <w:validateagainstschemas/> <w:saveifxmlinvalid>false</w:SaveIfXMLInvalid> <w:ignoremixedcontent>false</w:IgnoreMixedContent> <w:alwaysshowplaceholdertext>false</w:AlwaysShowPlaceholderText> <w:compatibility> <w:breakwrappedtables/> <w:snaptogridincell/> <w:wraptextwithpunct/> <w:useasianbreakrules/> <w:dontgrowautofit/> </w:Compatibility> <w:browserlevel>MicrosoftInternetExplorer4</w:BrowserLevel> </w:WordDocument> </xml><![endif]--><!--[if gte mso 9]><xml> <w:latentstyles deflockedstate="false" latentstylecount="156"> </w:LatentStyles> </xml><![endif]--><style> <!-- /* Style Definitions */ p.MsoNormal, li.MsoNormal, div.MsoNormal {mso-style-parent:""; margin:0cm; margin-bottom:.0001pt; mso-pagination:widow-orphan; mso-layout-grid-align:none; punctuation-wrap:simple; text-autospace:none; font-size:10.0pt; font-family:"Courier New"; mso-fareast-font-family:"Times New Roman"; mso-bidi-font-family:"Times New Roman"; mso-no-proof:yes;} @page Section1 {size:612.0pt 792.0pt; margin:70.85pt 3.0cm 70.85pt 3.0cm; mso-header-margin:36.0pt; mso-footer-margin:36.0pt; mso-paper-source:0;} div.Section1 {page:Section1;} --> </style><!--[if gte mso 10]> <style> /* Style Definitions */ table.MsoNormalTable {mso-style-name:"Tabla normal"; mso-tstyle-rowband-size:0; mso-tstyle-colband-size:0; mso-style-noshow:yes; mso-style-parent:""; mso-padding-alt:0cm 5.4pt 0cm 5.4pt; mso-para-margin:0cm; mso-para-margin-bottom:.0001pt; mso-pagination:widow-orphan; font-size:10.0pt; font-family:"Times New Roman"; mso-ansi-language:#0400; mso-fareast-language:#0400; mso-bidi-language:#0400;} </style> <![endif]--> <p class="MsoNormal" style="text-align: justify;"><span style="font-size:100%;"><span style="letter-spacing: 0.3pt;font-size:12;" lang="ES-TRAD">se asume que el caudal maximo para un punto dado se alcanza cuando todas las partes del área tributaria están contribuyendo con su escorrentia superficial durante un <i style="">período de </i>precipitación máxima. Para lo-grar esto, la tormenta máxima (de diseno) debe prolongarse durante un periodo igual o mayor que el que necesita la gota de agua más lejana para llegar hasta el punto considerado <b style="">(tiempo de concentración).</b></span></span></p><p class="MsoNormal" style="text-align: justify;"><span style="font-size:100%;">Formula:</span></p><p class="MsoNormal" style="text-align: justify;"><span style="font-size:100%;"><i>Q<sub>p</sub></i> = <i>(C I A)/3.6</i></span></p><p class="MsoNormal" style="text-align: justify;"><span style="font-size:100%;">
<br /></span></p><p class="MsoNormal" style="text-align: justify;"><meta equiv="Content-Type" content="text/html; charset=utf-8"><meta name="ProgId" content="Word.Document"><meta name="Generator" content="Microsoft Word 11"><meta name="Originator" content="Microsoft Word 11"><link rel="File-List" href="file:///C:%5CDOCUME%7E1%5CUSER%5CCONFIG%7E1%5CTemp%5Cmsohtml1%5C01%5Cclip_filelist.xml"><!--[if gte mso 9]><xml> <w:worddocument> <w:view>Normal</w:View> <w:zoom>0</w:Zoom> <w:hyphenationzone>21</w:HyphenationZone> <w:punctuationkerning/> <w:validateagainstschemas/> <w:saveifxmlinvalid>false</w:SaveIfXMLInvalid> <w:ignoremixedcontent>false</w:IgnoreMixedContent> <w:alwaysshowplaceholdertext>false</w:AlwaysShowPlaceholderText> <w:compatibility> <w:breakwrappedtables/> <w:snaptogridincell/> <w:wraptextwithpunct/> <w:useasianbreakrules/> <w:dontgrowautofit/> </w:Compatibility> <w:browserlevel>MicrosoftInternetExplorer4</w:BrowserLevel> </w:WordDocument> </xml><![endif]--><!--[if gte mso 9]><xml> <w:latentstyles deflockedstate="false" latentstylecount="156"> </w:LatentStyles> </xml><![endif]--><style> <!-- /* Style Definitions */ p.MsoNormal, li.MsoNormal, div.MsoNormal {mso-style-parent:""; margin:0cm; margin-bottom:.0001pt; mso-pagination:widow-orphan; mso-layout-grid-align:none; punctuation-wrap:simple; text-autospace:none; font-size:10.0pt; font-family:"Courier New"; mso-fareast-font-family:"Times New Roman"; mso-bidi-font-family:"Times New Roman"; mso-no-proof:yes;} @page Section1 {size:612.0pt 792.0pt; margin:70.85pt 3.0cm 70.85pt 3.0cm; mso-header-margin:36.0pt; mso-footer-margin:36.0pt; mso-paper-source:0;} div.Section1 {page:Section1;} --> </style><!--[if gte mso 10]> <style> /* Style Definitions */ table.MsoNormalTable {mso-style-name:"Tabla normal"; mso-tstyle-rowband-size:0; mso-tstyle-colband-size:0; mso-style-noshow:yes; mso-style-parent:""; mso-padding-alt:0cm 5.4pt 0cm 5.4pt; mso-para-margin:0cm; mso-para-margin-bottom:.0001pt; mso-pagination:widow-orphan; font-size:10.0pt; font-family:"Times New Roman"; mso-ansi-language:#0400; mso-fareast-language:#0400; mso-bidi-language:#0400;} </style> <![endif]--> </p><p class="MsoNormal"><span style="font-size:100%;"><span style="letter-spacing: 0.3pt;font-size:12;" lang="ES-TRAD">Siendo:<o:p></o:p></span></span></p> <p class="MsoNormal"><span style="font-size:100%;"><span style="letter-spacing: 0.3pt;font-size:12;" lang="ES-TRAD">Q = Caudal de diseño, en m<sup>3</sup></span><span lang="ES-TRAD" style="font-size:13;">/Seg.<o:p></o:p></span></span></p> <p class="MsoNormal"><span style="font-size:100%;"><span style="letter-spacing: 0.3pt;font-size:12;" lang="ES-TRAD">C = Coeficiente de escorrentía, o razón de máxima escorrentía a precipitación media durante el tiempo de concentración.<o:p></o:p></span></span></p> <p class="MsoNormal"><span style="font-size:100%;"><span style="letter-spacing: 0.3pt;font-size:12;" lang="ES-TRAD">i = intensidad de la precipitación media durante </span><span lang="ES-TRAD" style="font-size:13;">el </span><span style="letter-spacing: 0.3pt;font-size:12;" lang="ES-TRAD">tiempo de concentración, en milímetros/hora.<o:p></o:p></span></span></p> <p class="MsoNormal"><span style="font-size:100%;"><span style="letter-spacing: 0.3pt;font-size:12;" lang="ES-TRAD">A = Área drenada en Km<sup>2</sup>.</span></span></p><p class="MsoNormal"><span style="font-size:100%;">la formula puede cambiar de acuerdo a las unidades utilizadas.</span></p><p class="MsoNormal"><span style="font-size:100%;">
<br /></span><span style="letter-spacing: 0.3pt;font-size:100%;" lang="ES-TRAD"><o:p></o:p></span></p> <p></p><p class="MsoNormal" style="text-align: justify;">
<br /><span style="letter-spacing: 0.3pt;font-size:12;" lang="ES-TRAD"><b style=""><o:p></o:p></b></span></p> Unknownnoreply@blogger.com0tag:blogger.com,1999:blog-5733720406536553808.post-13963206050625022002009-05-08T21:16:00.002-06:002009-05-08T21:19:25.448-06:00Libros y Solucionarios ( Parte 4)Engineering Fluid Mechanics 7ma ed<br /><a href="http://links.wamba.com/noref.php?url=http://rapidshare.com/files/77788107/solucionario_engineering_fluid_mechanics_7e.rar" target="_blank">http://rapidshare.com/files/77788107...chanics_7e.rar</a><br /><br />Engineering Mechanic Statics 10th ed, Hibbeler<br /><a href="http://links.wamba.com/noref.php?url=http://rapidshare.com/files/77792625/solucionario_Engineering_Mechanic_STATICS_10th_Ed._R.C._Hibbeler.rar" target="_blank">http://rapidshare.com/files/77792625...._Hibbeler.rar</a><br /><br />Engineering Mechanics Dinamics 3rd ed, Hibbeler<br /><a href="http://links.wamba.com/noref.php?url=http://rapidshare.com/files/78016855/solucionario_Engineering_Mechanics_DYNAMICS_3rd_ed._Hibbeler.R.C.rar" target="_blank">http://rapidshare.com/files/78016855...bbeler.R.C.rar</a><br /><br />Fundamentals of Logic Design 5ta ed, Charles Roth<br /><a href="http://links.wamba.com/noref.php?url=http://rapidshare.com/files/78032257/solucionario_Fundamentals_of_Logic_Design_5Ed_-_Charles_Roth.rar" target="_blank">http://rapidshare.com/files/78032257...arles_Roth.rar</a><br /><br />Fundamentals of Machine component Design 3rd Ed. Rbert C. Juvinall<br /><a href="http://links.wamba.com/noref.php?url=http://rapidshare.com/files/78036671/solucionario_Fundamentals_of_Machine_Component_Design_3rd_Ed_Robert_C._Juvinall.rar" target="_blank">http://rapidshare.com/files/78036671...._Juvinall.rar</a><br /><br />Fundamentals of Thermodynamics 6ta ed, EdSonntag-Borgnakke Van Wylen<br /><a href="http://links.wamba.com/noref.php?url=http://rapidshare.com/files/78038500/solucionario_Fundamentals_of_Thermodynamics_6th_EdSonntag-Borgnakke-Van_Wylen.rar" target="_blank">http://rapidshare.com/files/78038500...-Van_Wylen.rar</a><br /><br />Fundamentals of Physics 7th ed, Halliday Resnick<br /><a href="http://links.wamba.com/noref.php?url=http://rapidshare.com/files/78045326/solucionario_Halliday__Resnick_-_Fundamentals_Of_Physics_-_7Th_Ed.rar" target="_blank">http://rapidshare.com/files/78045326...s_-_7Th_Ed.rar</a><br /><br />Classical Dynamics of Particles and Sustems 5ta ed, Marion Thornton<br /><a href="http://links.wamba.com/noref.php?url=http://rapidshare.com/files/78359139/solucionario_Marion__Thornton__Classical_Dynamics_of_Particles_and_Systems__5th_ed.rar" target="_blank">http://rapidshare.com/files/78359139...ms__5th_ed.rar</a><br /><br />Physics by Resnick Halliday Krane 5ta ed, vol2<br /><a href="http://links.wamba.com/noref.php?url=http://rapidshare.com/files/75044418/solucionario_Physics_by_Resnick_Halliday_Krane__5th_Ed._Vol_2.rar" target="_blank">http://rapidshare.com/files/75044418..._Ed._Vol_2.rar</a><br /><br />Fundamentals of Machine Component Design 3ra ed, Juvinall Marshek<br /><a href="http://links.wamba.com/noref.php?url=http://rapidshare.com/files/78357971/solucionario_Juvinall__Marshek__Fundamentals_of_Machine_Component_Design__3rd_ed.rar" target="_blank">http://rapidshare.com/files/78357971...gn__3rd_ed.rar</a><br /><br />Pass (sin el signo de arroba @): <b>solucionesbook.wordpre@ss.com</b>Unknownnoreply@blogger.com0tag:blogger.com,1999:blog-5733720406536553808.post-34899907628726849542009-05-08T21:14:00.006-06:002009-05-08T21:19:07.310-06:00Libros y Solucionarios ( Parte 3)la he revisado y es buena bibliografia , es de agredecer el amigo que la ha subido.<br /><br />Fundamentals of Fluid Mechanics 3rd and 4th ed<br />Parte 1 <a href="http://links.wamba.com/noref.php?url=http://rapidshare.com/files/74556798/solucionario_Fundamentals_Of_Fluid_Mechanics_3Rd_And_4Th_Ed.part1.rar" target="_blank">http://rapidshare.com/files/74556798...h_Ed.part1.rar</a><br />Parte 2 <a href="http://links.wamba.com/noref.php?url=http://rapidshare.com/files/74561139/solucionario_Fundamentals_Of_Fluid_Mechanics_3Rd_And_4Th_Ed.part2.rar" target="_blank">http://rapidshare.com/files/74561139...h_Ed.part2.rar</a><br /><br />Introduction to Electrodynamics with update, Griffiths David<br />Parte 1 <a href="http://links.wamba.com/noref.php?url=http://rapidshare.com/files/74568215/solucionario_Griffiths__David_-_Introduction_To_Electrodynamics_with_update.part1.rar" target="_blank">http://rapidshare.com/files/74568215...te.part1 .rar</a><br />Parte 2 <a href="http://links.wamba.com/noref.php?url=http://rapidshare.com/files/74579925/solucionario_Griffiths__David_-_Introduction_To_Electrodynamics_with_update.part2.rar" target="_blank">http://rapidshare.com/files/74579925...te.part2 .rar</a><br />Parte 3 <a href="http://links.wamba.com/noref.php?url=http://rapidshare.com/files/74820758/solucionario_Griffiths__David_-_Introduction_To_Electrodynamics_with_update.part3.rar" target="_blank">http://rapidshare.com/files/74820758...te.part3 .rar</a><br /><br />Introduction to Fluid Mechanics, Fox, 5ta ed<br />Parte 1 <a href="http://links.wamba.com/noref.php?url=http://rapidshare.com/files/74794147/solucionario_Introduction_to_Fluid_Mechanics_Fox__5th_ed.part1.rar" target="_blank">http://rapidshare.com/files/74794147...h_ed.part1.rar</a><br />Parte 2 <a href="http://links.wamba.com/noref.php?url=http://rapidshare.com/files/74800963/solucionario_Introduction_to_Fluid_Mechanics_Fox__5th_ed.part2.rar" target="_blank">http://rapidshare.com/files/74800963...h_ed.part2.rar</a><br />Parte 3 <a href="http://links.wamba.com/noref.php?url=http://rapidshare.com/files/74805924/solucionario_Introduction_to_Fluid_Mechanics_Fox__5th_ed.part3.rar" target="_blank">http://rapidshare.com/files/74805924...h_ed.part3.rar</a><br /><br />Mechanics of Materials 3rd ed, By Ber Johnston, Dewlf<br />Parte 1 <a href="http://links.wamba.com/noref.php?url=http://rapidshare.com/files/75043172/solucionario_Mechanics_Of_Materials_3Rd_Ed___By_Beer__Johnston____Dewolf.part1.rar" target="_blank">http://rapidshare.com/files/75043172...wolf.part1.rar</a><br />Parte 2 <a href="http://links.wamba.com/noref.php?url=http://rapidshare.com/files/75043801/solucionario_Mechanics_Of_Materials_3Rd_Ed___By_Beer__Johnston____Dewolf.part2.rar" target="_blank">http://rapidshare.com/files/75043801...wolf.part2.rar</a><br /><br />Probability Random Variables and Stochastic Processes, Papoulis<br /><a href="http://links.wamba.com/noref.php?url=http://rapidshare.com/files/75046616/solucionario_Probability_Random_Variables_and_Stochastic_Processes__Papoulis.rar" target="_blank">http://rapidshare.com/files/75046616...__Papoulis.rar</a><br /><br />Signal Processing and Linear Systems, B. P. Lathi<br /><a href="http://links.wamba.com/noref.php?url=http://rapidshare.com/files/75048589/solucionario_Signal_Processing_and_Linear_Systems_-_B_P_Lathi.rar" target="_blank">http://rapidshare.com/files/75048589..._B_P_Lathi.rar</a><br /><br />Static, Meriam and L. G. Graige<br />Parte 1 <a href="http://links.wamba.com/noref.php?url=http://rapidshare.com/files/75160808/solucionario_Static-_Meriam_and_L._G._Kraige.part1.rar" target="_blank">http://rapidshare.com/files/75160808...aige.part1.rar</a><br />Parte 2 <a href="http://links.wamba.com/noref.php?url=http://rapidshare.com/files/75170291/solucionario_Static-_Meriam_and_L._G._Kraige.part2.rar" target="_blank">http://rapidshare.com/files/75170291...aige.part2.rar</a><br />Parte 3 <a href="http://links.wamba.com/noref.php?url=http://rapidshare.com/files/75174701/solucionario_Static-_Meriam_and_L._G._Kraige.part3.rar" target="_blank">http://rapidshare.com/files/75174701...aige.part3.rar</a><br /><br />Calculo Trascendentes Tempranas, Thomas, 10th ed<br /><a href="http://links.wamba.com/noref.php?url=http://rapidshare.com/files/75179020/solucionario_Thomas__Calculus__Early_Trascendentals_10th_ed.rar" target="_blank">http://rapidshare.com/files/75179020... s_10th_ed.rar</a><br /><br />Chemical and Engineering Thermodynamics 3ra ed<br /><a href="http://links.wamba.com/noref.php?url=http://rapidshare.com/files/75181100/solucionario_Wiley_Chemical_And_Engineering_Thermodynamics_3Ed.rar" target="_blank">http://rapidshare.com/files/75181100...namics_3Ed.rar</a><br /><br />Engineering Electromagnetics 6ta ed., William H. Hayt, John A. Buck<br /><a href="http://links.wamba.com/noref.php?url=http://rapidshare.com/files/75183186/solucionario_William_H._Hayt__John_A._Buck__Engineering_Electromagnetics__6th_Ed.rar" target="_blank">http://rapidshare.com/files/75183186...cs__6th_Ed.rar</a><br /><br />Engineering Fluid Mechanics, 7ma ed, Clayton T. 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href="http://links.wamba.com/noref.php?url=http://rapidshare.com/files/72271509/_eBook__Prentice_Hall_-_Solutions_Manual__Communication_Systems_Engineering_2003.rar" target="_blank">http://rapidshare.com/files/72271509...i ng_2003.rar</a><br /><br />Digital Image Processing, Gonzales 2da ed<br /><a href="http://links.wamba.com/noref.php?url=http://rapidshare.com/files/72272934/_eBook.med__Prentice.Hall-_Digital_image_processing_-_Gonzalez_2Ed-_Solutions_Manual__2002_.rar" target="_blank">http://rapidshare.com/files/72272934...ual__2002_.rar</a><br /><br />Comunication Systems Engineering, Proakis J. 2002<br /><a href="http://links.wamba.com/noref.php?url=http://rapidshare.com/files/72779499/solucionario_Communication_Systems_Engineering_Proakis_J__2002_.rar" target="_blank">http://rapidshare.com/files/72779499...s_J__2002_.rar</a><br /><br />Fisica 1, 2da ed, Luis rodrigus Valencia<br /><a href="http://links.wamba.com/noref.php?url=http://rapidshare.com/files/72779716/solucionario_FISICA_1_-2a_ed._Luis_Rodrigus_Valencia.rar" target="_blank">http://rapidshare.com/files/72779716...s_Valencia.rar</a><br /><br />Introduction to VLSI Circuits and Systems, John P. Uyemura<br /><a href="http://links.wamba.com/noref.php?url=http://rapidshare.com/files/72780463/solucionario_Introduction_to_VLSI_Circuits_and_Systems__John_P_Uyemura.rar" target="_blank">http://rapidshare.com/files/72780463..._P_Uyemura.rar</a><br /><br />Engineering Materials Science, Milton Ohring<br /><a href="http://links.wamba.com/noref.php?url=http://rapidshare.com/files/72780154/solucionario_Engineering_-_Materials_Science__Milton_Ohring.rar" target="_blank">http://rapidshare.com/files/72780154...ton_Ohring.rar</a><br /><br />Pass (sin el signo de arroba @): <b>solucionesbook.wordpre@ss.com</b>Unknownnoreply@blogger.com0tag:blogger.com,1999:blog-5733720406536553808.post-85178337671789298272009-05-06T21:20:00.002-06:002009-05-06T21:22:21.346-06:00libros de Calculo para descarga<b>Cálculo de Variaciones (Bruce Van Brunt)</b><br /><a href="http://links.wamba.com/noref.php?url=http://rapidshare.com/files/178835097/017.rar" target="_blank">http://rapidshare.com/files/178835097/017.rar</a><br /><br /><b>Advanced Calculus (McGraw Hill, Wrede-Spiegel)</b><br /><a href="http://links.wamba.com/noref.php?url=http://rapidshare.com/files/178836745/018.rar" target="_blank">http://rapidshare.com/files/178836745/018.rar</a><br /><br /><b>Cálculo de una variable (Apostol)</b><br /><a href="http://links.wamba.com/noref.php?url=http://rapidshare.com/files/178853741/019.rar" target="_blank">http://rapidshare.com/files/178853741/019.rar</a><br /><br /><b>Cálculo Variacional (Gonzalo Galiano)</b><br /><a href="http://links.wamba.com/noref.php?url=http://rapidshare.com/files/178843899/020.rar" target="_blank">http://rapidshare.com/files/178843899/020.rar</a><br /><br /><b>Calculus (Stewart)</b><br /><a href="http://links.wamba.com/noref.php?url=http://rapidshare.com/files/178862964/021.rar" target="_blank">http://rapidshare.com/files/178862964/021.rar</a><br /><br /><b>Calculus of Finite Differences</b><br /><a href="http://links.wamba.com/noref.php?url=http://rapidshare.com/files/178865141/022.rar" target="_blank">http://rapidshare.com/files/178865141/022.rar</a><br /><br /><b>Introduction to the calculus of variations (Dacorogna B.)</b><br /><a href="http://links.wamba.com/noref.php?url=http://rapidshare.com/files/178865767/023.rar" target="_blank">http://rapidshare.com/files/178865767/023.rar</a><br /><br /><b>El Cálculo (Leithold)</b><br /><a href="http://links.wamba.com/noref.php?url=http://rapidshare.com/files/178884846/024.rar" target="_blank">http://rapidshare.com/files/178884846/024.rar</a><br /><br /><b>Schaum's Outline of Theory and Problems of Advanced Calculus</b><br /><a href="http://links.wamba.com/noref.php?url=http://rapidshare.com/files/178867160/025.rar" target="_blank">http://rapidshare.com/files/178867160/025.rar</a><br /><br /> <b>Calculus Vols. I y II (Spivak)</b><br /><a href="http://links.wamba.com/noref.php?url=http://rapidshare.com/files/179047532/026.rar" target="_blank">http://rapidshare.com/files/179047532/026.rar.</a><br /><br />Fuente: http://vagos.wamba.com.Unknownnoreply@blogger.com0tag:blogger.com,1999:blog-5733720406536553808.post-56471990863758090412009-05-06T21:14:00.003-06:002009-05-06T21:19:13.626-06:00Libros para Descarga DirectaEncontre unos links de libros que me recordaron mi epoca de estudiante espero que les sirva de algo.<br /><span style="color:blue;"><b></b></span><br /><br /><b> Introducción al Algebra Lineal (JOSÉ A. BARRETO)</b><br /> <a href="http://links.wamba.com/noref.php?url=http://rapidshare.com/files/178819758/003.rar" target="_blank">http://rapidshare.com/files/178819758/003.rar</a><br /><br /><b> Linear Algebra Class Notes (FRALEIGH)</b><br /> <a href="http://links.wamba.com/noref.php?url=http://rapidshare.com/files/178820183/004.rar" target="_blank">http://rapidshare.com/files/178820183/004.rar</a><br /><br /> <b>A First Course in Linear Algebra (BEEZER)</b><br /><a href="http://links.wamba.com/noref.php?url=http://rapidshare.com/files/178821281/005.rar" target="_blank">http://rapidshare.com/files/178821281/005.rar</a><br /><br /> <b>Abstract and Linear Algebra (Connel)</b><br /><a href="http://links.wamba.com/noref.php?url=http://rapidshare.com/files/178821506/006.rar" target="_blank">http://rapidshare.com/files/178821506/006.rar</a><br /><br /> <b>Algebra Lineal (A. Ibort y M.A. Rodríguez)</b><br /><a href="http://links.wamba.com/noref.php?url=http://rapidshare.com/files/178822015/007.rar" target="_blank">http://rapidshare.com/files/178822015/007.rar</a><br /><br /><b>Algebra Lineal (R.Criado y A.Gallinari)</b><br /><a href="http://links.wamba.com/noref.php?url=http://rapidshare.com/files/178822446/008.rar" target="_blank">http://rapidshare.com/files/178822446/008.rar</a><br /><br /><b>Álgebra lineal (Iborra)</b><br /><a href="http://links.wamba.com/noref.php?url=http://rapidshare.com/files/178823426/009.rar" target="_blank">http://rapidshare.com/files/178823426/009.rar</a><br /><br /><b>Algebra Lineal (Juan González-Meneses López)</b><br /><a href="http://links.wamba.com/noref.php?url=http://rapidshare.com/files/178823670/010.rar" target="_blank">http://rapidshare.com/files/178823670/010.rar</a><br /><br /> <b>Elementary linear algebra (Matthews)</b><br /><a href="http://links.wamba.com/noref.php?url=http://rapidshare.com/files/178823936/011.rar" target="_blank">http://rapidshare.com/files/178823936/011.rar</a><br /><br /><b>Espacios y Transformaciones Vectoriales</b><br /><a href="http://links.wamba.com/noref.php?url=http://rapidshare.com/files/178824079/012.rar" target="_blank">http://rapidshare.com/files/178824079/012.rar</a><br /><br /><b>Linear algebra (Hefferon)</b><br /><a href="http://links.wamba.com/noref.php?url=http://rapidshare.com/files/178824873/013.rar" target="_blank">http://rapidshare.com/files/178824873/013.rar</a><br /><br /><b>Linear Algebra with Differential Equations (Donald Bentley)</b><br /><a href="http://links.wamba.com/noref.php?url=http://rapidshare.com/files/178905064/014.rar" target="_blank">http://rapidshare.com/files/178905064/014.rar</a><br /><br /><b>Linear algebra</b><br /><a href="http://links.wamba.com/noref.php?url=http://rapidshare.com/files/178826839/015.rar" target="_blank">http://rapidshare.com/files/178826839/015.rar</a><br /><br /> <b>Sistemas Lineales</b><br /><a href="http://links.wamba.com/noref.php?url=http://rapidshare.com/files/178819483/016.rar" target="_blank">http://rapidshare.com/files/178819483/016.rar</a>Unknownnoreply@blogger.com0tag:blogger.com,1999:blog-5733720406536553808.post-49720185530282168072009-05-06T07:29:00.003-06:002009-05-06T07:45:58.416-06:00Estimación de un dato faltante de precipitación<div style="text-align: justify;">Es bastante frecuente que al hacer una revision de datos de precipitacion de una reda de pluviometros hace falta un dato de una o varias tormentas. ante lo cual se requiere consiste en tomar tres (3) estaciones cercanas que posean datos confiables y comparar la lluvia media anual en cada una de las estaciones mencionadas, las que llamaremos Estaciones Base, con la lluvia media anual de la estación incógnita. En ese caso, se puede presentar dos situaciones:<br /><br /><div style="text-align: justify;">1. Si la lluvia media anual en la estación incógnita difiere en <span style="font-weight: bold;">menos de un 10%</span> con la lluvia media anual de cada una de las estaciones base, entonces el dato faltante se obtiene como el <span style="font-weight: bold;">promedio aritmético</span> de los tres datos de las estaciones base correspondientes a la tormenta o período que se está tratando;<br /></div><br />2. Si la lluvia media anual de la estación incógnita difiere en <span style="font-weight: bold;">más de un 10% </span>con la lluvia media anual de alguna de las estaciones base, para valuar el dato faltante se usa la siguiente ecuación:<br /><br /><a onblur="try {parent.deselectBloggerImageGracefully();} catch(e) {}" href="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEjGuhm_ptwPpFsdi3OsXc91H7UC5QANxwNDZJJxbO2tGWon1Sa_CZJFjCtIjL91ahBEqcC_h2BDLJadkXY8eCst2p4xd2iX6GhI9DZLPPkQk-m18emTERaIrXLCn2Hyo8gw4UmdSWd3JhM/s1600-h/Nueva+imagen+%288%29.bmp"><img style="margin: 0px auto 10px; display: block; text-align: center; cursor: pointer; width: 320px; height: 103px;" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEjGuhm_ptwPpFsdi3OsXc91H7UC5QANxwNDZJJxbO2tGWon1Sa_CZJFjCtIjL91ahBEqcC_h2BDLJadkXY8eCst2p4xd2iX6GhI9DZLPPkQk-m18emTERaIrXLCn2Hyo8gw4UmdSWd3JhM/s320/Nueva+imagen+%288%29.bmp" alt="" id="BLOGGER_PHOTO_ID_5332705336538989250" border="0" /></a><br /></div>Unknownnoreply@blogger.com0tag:blogger.com,1999:blog-5733720406536553808.post-21690855644942758592009-05-06T06:42:00.005-06:002009-05-06T06:55:53.906-06:00Promedio de lluvia en Area(metodo de Isoyetas)<span style="font-weight: bold;">El método de las isoyetas</span> consiste en generar curvas de precipitacion interpolando las profundidades obtenidas en la red de pluviómetros. una ves graficado las isoyetas se obtiene las areas correspondiente a cada profundidad.<br /><br /><br />ejemplo de calculo de Promedio de lluvia.<br /><a onblur="try {parent.deselectBloggerImageGracefully();} catch(e) {}" href="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEjwQhIaRgnC5N0vEg0tL1-buYvsfkcX_Ob1umAVoNNJ5DqUzcDha6btLqS2SbyBOkoqflir_nRTC7hp6PMkit8HJ8NqFMsnX3D7gND3AkJv4gOqEPcf3Lh6ceU7ZMAPwuBbp2Jo-qWXEHw/s1600-h/isoyetas.bmp"><img style="margin: 0px auto 10px; display: block; text-align: center; cursor: pointer; width: 320px; height: 231px;" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEjwQhIaRgnC5N0vEg0tL1-buYvsfkcX_Ob1umAVoNNJ5DqUzcDha6btLqS2SbyBOkoqflir_nRTC7hp6PMkit8HJ8NqFMsnX3D7gND3AkJv4gOqEPcf3Lh6ceU7ZMAPwuBbp2Jo-qWXEHw/s320/isoyetas.bmp" alt="" id="BLOGGER_PHOTO_ID_5332692725301212994" border="0" /><span style="color: rgb(0, 0, 0);">Fuente: Hidrologia Aplicada, Ven Te Chow</span></a>Unknownnoreply@blogger.com0tag:blogger.com,1999:blog-5733720406536553808.post-30915018995932338452009-05-06T06:01:00.007-06:002009-05-06T06:40:15.865-06:00Lluvia sobre una Area( Metodo de Thiessen)<meta equiv="Content-Type" content="text/html; charset=utf-8"><meta name="ProgId" content="Word.Document"><meta name="Generator" content="Microsoft Word 11"><meta name="Originator" content="Microsoft Word 11"><div style="text-align: justify;"><link rel="File-List" href="file:///C:%5CDOCUME%7E1%5CUSER%5CCONFIG%7E1%5CTemp%5Cmsohtml1%5C01%5Cclip_filelist.xml"><!--[if gte mso 9]><xml> <w:worddocument> <w:view>Normal</w:View> <w:zoom>0</w:Zoom> <w:hyphenationzone>21</w:HyphenationZone> <w:punctuationkerning/> <w:validateagainstschemas/> <w:saveifxmlinvalid>false</w:SaveIfXMLInvalid> <w:ignoremixedcontent>false</w:IgnoreMixedContent> <w:alwaysshowplaceholdertext>false</w:AlwaysShowPlaceholderText> <w:compatibility> <w:breakwrappedtables/> <w:snaptogridincell/> <w:wraptextwithpunct/> <w:useasianbreakrules/> <w:dontgrowautofit/> </w:Compatibility> <w:browserlevel>MicrosoftInternetExplorer4</w:BrowserLevel> </w:WordDocument> </xml><![endif]--><!--[if gte mso 9]><xml> <w:latentstyles deflockedstate="false" latentstylecount="156"> </w:LatentStyles> </xml><![endif]--><style> <!-- /* Font Definitions */ @font-face {font-family:"Lucida Console"; panose-1:2 11 6 9 4 5 4 2 2 4; mso-font-charset:0; mso-generic-font-family:modern; mso-font-pitch:fixed; mso-font-signature:-2147482993 6144 0 0 31 0;} /* Style Definitions */ p.MsoNormal, li.MsoNormal, div.MsoNormal {mso-style-parent:""; margin:0cm; margin-bottom:.0001pt; mso-pagination:widow-orphan; mso-layout-grid-align:none; punctuation-wrap:simple; text-autospace:none; font-size:10.0pt; font-family:"Lucida Console"; mso-fareast-font-family:"Times New Roman"; mso-bidi-font-family:"Times New Roman"; mso-no-proof:yes;} @page Section1 {size:612.0pt 792.0pt; margin:70.85pt 3.0cm 70.85pt 3.0cm; mso-header-margin:36.0pt; mso-footer-margin:36.0pt; mso-paper-source:0;} div.Section1 {page:Section1;} --> </style><!--[if gte mso 10]> <style> /* Style Definitions */ table.MsoNormalTable {mso-style-name:"Tabla normal"; mso-tstyle-rowband-size:0; mso-tstyle-colband-size:0; mso-style-noshow:yes; mso-style-parent:""; mso-padding-alt:0cm 5.4pt 0cm 5.4pt; mso-para-margin:0cm; mso-para-margin-bottom:.0001pt; mso-pagination:widow-orphan; font-size:10.0pt; font-family:"Times New Roman"; mso-ansi-language:#0400; mso-fareast-language:#0400; mso-bidi-language:#0400;} </style> <![endif]--><span style=";font-family:";font-size:100%;" lang="ES-TRAD">El método </span><span style="font-size:100%;"><i style=""><span style=";font-family:";" lang="ES-TRAD"><span style="font-weight: bold;">de Thiessen</span> </span></i></span><span style=";font-family:";font-size:100%;" lang="ES-TRAD">establece que en cualquier punto de la cuenca la lluvia es igual a la que se registra en el pluviómetro más cercano; luego la profundidad registrada en un pluviómetro dado se aplica hasta la mitad de la distancia a la siguiente estación pluviométrica en cualquier dirección. </span><span style="font-size:100%;">asignadole a </span><meta equiv="Content-Type" content="text/html; charset=utf-8"><meta name="ProgId" content="Word.Document"><meta name="Generator" content="Microsoft Word 11"><meta name="Originator" content="Microsoft Word 11"><link rel="File-List" href="file:///C:%5CDOCUME%7E1%5CUSER%5CCONFIG%7E1%5CTemp%5Cmsohtml1%5C01%5Cclip_filelist.xml"><!--[if gte mso 9]><xml> <w:worddocument> <w:view>Normal</w:View> <w:zoom>0</w:Zoom> <w:hyphenationzone>21</w:HyphenationZone> <w:punctuationkerning/> <w:validateagainstschemas/> <w:saveifxmlinvalid>false</w:SaveIfXMLInvalid> <w:ignoremixedcontent>false</w:IgnoreMixedContent> <w:alwaysshowplaceholdertext>false</w:AlwaysShowPlaceholderText> <w:compatibility> <w:breakwrappedtables/> <w:snaptogridincell/> <w:wraptextwithpunct/> <w:useasianbreakrules/> <w:dontgrowautofit/> </w:Compatibility> <w:browserlevel>MicrosoftInternetExplorer4</w:BrowserLevel> </w:WordDocument> </xml><![endif]--><!--[if gte mso 9]><xml> <w:latentstyles deflockedstate="false" latentstylecount="156"> </w:LatentStyles> </xml><![endif]--><style> <!-- /* Font Definitions */ @font-face {font-family:"Lucida Console"; panose-1:2 11 6 9 4 5 4 2 2 4; mso-font-charset:0; mso-generic-font-family:modern; mso-font-pitch:fixed; mso-font-signature:-2147482993 6144 0 0 31 0;} /* Style Definitions */ p.MsoNormal, li.MsoNormal, div.MsoNormal {mso-style-parent:""; margin:0cm; margin-bottom:.0001pt; mso-pagination:widow-orphan; mso-layout-grid-align:none; punctuation-wrap:simple; text-autospace:none; font-size:10.0pt; font-family:"Lucida Console"; mso-fareast-font-family:"Times New Roman"; mso-bidi-font-family:"Times New Roman"; mso-no-proof:yes;} @page Section1 {size:612.0pt 792.0pt; margin:70.85pt 3.0cm 70.85pt 3.0cm; mso-header-margin:36.0pt; mso-footer-margin:36.0pt; mso-paper-source:0;} div.Section1 {page:Section1;} --> </style><!--[if gte mso 10]> <style> /* Style Definitions */ table.MsoNormalTable {mso-style-name:"Tabla normal"; mso-tstyle-rowband-size:0; mso-tstyle-colband-size:0; mso-style-noshow:yes; mso-style-parent:""; mso-padding-alt:0cm 5.4pt 0cm 5.4pt; mso-para-margin:0cm; mso-para-margin-bottom:.0001pt; mso-pagination:widow-orphan; font-size:10.0pt; font-family:"Times New Roman"; mso-ansi-language:#0400; mso-fareast-language:#0400; mso-bidi-language:#0400;} </style> <![endif]--><span style=";font-family:";font-size:100%;" lang="ES-TRAD">algunos de los pluviómetros son más representativos del área en cuestión que otros, pueden asignárseles pesos relativos para el cálculo del promedio del área.</span>
<br />
<br /><span style="font-size:100%;">La precipitación media es:</span>
<br /></div>
<br />
<br /><a onblur="try {parent.deselectBloggerImageGracefully();} catch(e) {}" href="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEg_gG6XmEU1k526fRTQ4T7SIxeLQXJ94sdLLAot2WuO_S6BDQjRaCQ9LK7GQHE6iurNS6g6i0lDYUlSPy_C_1tKKx6kgys2kKhkMq30joriS8bNjEY82K5Hh0ZuxPLx8aWB_50YCWwxvnE/s1600-h/precipitacion+media.bmp"><img style="margin: 0px auto 10px; display: block; text-align: center; cursor: pointer; width: 216px; height: 76px;" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEg_gG6XmEU1k526fRTQ4T7SIxeLQXJ94sdLLAot2WuO_S6BDQjRaCQ9LK7GQHE6iurNS6g6i0lDYUlSPy_C_1tKKx6kgys2kKhkMq30joriS8bNjEY82K5Hh0ZuxPLx8aWB_50YCWwxvnE/s320/precipitacion+media.bmp" alt="" id="BLOGGER_PHOTO_ID_5332686713653948994" border="0" /></a>Ejemplo de calculo:
<br />
<br /><a onblur="try {parent.deselectBloggerImageGracefully();} catch(e) {}" href="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEgtQDZTx9rVZsbXUE7jUcbujvNv9AMMvgkNt1B4VlK5KSTmjjPGLq0HAtVKAhTjh2-_hfhy7V9FDSl50CydS01HfLVdDARDdNPSnCldGiCLihiICkmHaWnuJXcTE-QEaMa6-QQwQKNIesM/s1600-h/Nueva+imagen+%286%29.bmp"><img style="margin: 0px auto 10px; display: block; text-align: center; cursor: pointer; width: 320px; height: 216px;" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEgtQDZTx9rVZsbXUE7jUcbujvNv9AMMvgkNt1B4VlK5KSTmjjPGLq0HAtVKAhTjh2-_hfhy7V9FDSl50CydS01HfLVdDARDdNPSnCldGiCLihiICkmHaWnuJXcTE-QEaMa6-QQwQKNIesM/s320/Nueva+imagen+%286%29.bmp" alt="" id="BLOGGER_PHOTO_ID_5332686378324188258" border="0" /></a>
<br />Fuente: Hidroligia Aplicada, Ven Te Chow.
<br /><style><!-- /* Font Definitions */ @font-face {font-family:"Lucida Console"; panose-1:2 11 6 9 4 5 4 2 2 4; mso-font-charset:0; mso-generic-font-family:modern; mso-font-pitch:fixed; mso-font-signature:-2147482993 6144 0 0 31 0;} /* Style Definitions */ p.MsoNormal, li.MsoNormal, div.MsoNormal {mso-style-parent:""; margin:0cm; margin-bottom:.0001pt; mso-pagination:widow-orphan; mso-layout-grid-align:none; punctuation-wrap:simple; text-autospace:none; font-size:10.0pt; font-family:"Lucida Console"; mso-fareast-font-family:"Times New Roman"; mso-bidi-font-family:"Times New Roman"; mso-no-proof:yes;} @page Section1 {size:612.0pt 792.0pt; margin:70.85pt 3.0cm 70.85pt 3.0cm; mso-header-margin:36.0pt; mso-footer-margin:36.0pt; mso-paper-source:0;} div.Section1 {page:Section1;} --> </style><!--[if gte mso 10]> <style> /* Style Definitions */ table.MsoNormalTable {mso-style-name:"Tabla normal"; mso-tstyle-rowband-size:0; mso-tstyle-colband-size:0; mso-style-noshow:yes; mso-style-parent:""; mso-padding-alt:0cm 5.4pt 0cm 5.4pt; mso-para-margin:0cm; mso-para-margin-bottom:.0001pt; mso-pagination:widow-orphan; font-size:10.0pt; font-family:"Times New Roman"; mso-ansi-language:#0400; mso-fareast-language:#0400; mso-bidi-language:#0400;} </style> <![endif]--><span style="font-size:100%;"><span style=";font-family:";font-size:19;" lang="ES-TRAD"> </span></span>Unknownnoreply@blogger.com0tag:blogger.com,1999:blog-5733720406536553808.post-48276324772974939262009-05-05T21:45:00.009-06:002009-05-05T22:07:53.135-06:00Lluvia sobre un área (método de la media aritmética)<meta equiv="Content-Type" content="text/html; charset=utf-8"><meta name="ProgId" content="Word.Document"><meta name="Generator" content="Microsoft Word 11"><meta name="Originator" content="Microsoft Word 11"><link rel="File-List" href="file:///C:%5CDOCUME%7E1%5CUSER%5CCONFIG%7E1%5CTemp%5Cmsohtml1%5C01%5Cclip_filelist.xml"><!--[if gte mso 9]><xml> <w:worddocument> <w:view>Normal</w:View> <w:zoom>0</w:Zoom> <w:hyphenationzone>21</w:HyphenationZone> <w:punctuationkerning/> <w:validateagainstschemas/> <w:saveifxmlinvalid>false</w:SaveIfXMLInvalid> <w:ignoremixedcontent>false</w:IgnoreMixedContent> <w:alwaysshowplaceholdertext>false</w:AlwaysShowPlaceholderText> <w:compatibility> <w:breakwrappedtables/> <w:snaptogridincell/> <w:wraptextwithpunct/> <w:useasianbreakrules/> <w:dontgrowautofit/> </w:Compatibility> <w:browserlevel>MicrosoftInternetExplorer4</w:BrowserLevel> </w:WordDocument> </xml><![endif]--><!--[if gte mso 9]><xml> <w:latentstyles deflockedstate="false" latentstylecount="156"> </w:LatentStyles> </xml><![endif]--><style> <!-- /* Font Definitions */ @font-face {font-family:"Lucida Console"; panose-1:2 11 6 9 4 5 4 2 2 4; mso-font-charset:0; mso-generic-font-family:modern; mso-font-pitch:fixed; mso-font-signature:-2147482993 6144 0 0 31 0;} /* Style Definitions */ p.MsoNormal, li.MsoNormal, div.MsoNormal {mso-style-parent:""; margin:0cm; margin-bottom:.0001pt; mso-pagination:widow-orphan; mso-layout-grid-align:none; punctuation-wrap:simple; text-autospace:none; font-size:10.0pt; font-family:"Lucida Console"; mso-fareast-font-family:"Times New Roman"; mso-bidi-font-family:"Times New Roman"; mso-no-proof:yes;} @page Section1 {size:612.0pt 792.0pt; margin:70.85pt 3.0cm 70.85pt 3.0cm; mso-header-margin:36.0pt; mso-footer-margin:36.0pt; mso-paper-source:0;} div.Section1 {page:Section1;} --> </style><!--[if gte mso 10]> <style> /* Style Definitions */ table.MsoNormalTable {mso-style-name:"Tabla normal"; mso-tstyle-rowband-size:0; mso-tstyle-colband-size:0; mso-style-noshow:yes; mso-style-parent:""; mso-padding-alt:0cm 5.4pt 0cm 5.4pt; mso-para-margin:0cm; mso-para-margin-bottom:.0001pt; mso-pagination:widow-orphan; font-size:10.0pt; font-family:"Times New Roman"; mso-ansi-language:#0400; mso-fareast-language:#0400; mso-bidi-language:#0400;} </style> <![endif]--> <p class="MsoNormal" style="text-align: justify;"><span style=";font-family:";font-size:19;" lang="ES-TRAD"><span style="font-size:100%;"><span style="font-weight: bold;">El método de la media aritmética</span> es el más simple para determinar la lluvia prome-io sobre un área. Se promedian las profundidades de flujo que se registran en un número dado de pluviómetros [ Este método es satisfactorio si los pluviómetros se distribuyen uniformemente sobre el área y sus mediciones individuale</span></span><span style=";font-family:";font-size:19;" lang="ES-TRAD"><span style="font-size:100%;">s no varían de manera </span></span></p><p class="MsoNormal" style="text-align: justify;"><span style=";font-family:";font-size:19;" lang="ES-TRAD"><span style="font-size:100%;">considerable de la media.</span></span></p>
<br /><p class="MsoNormal" style="text-align: justify;">
<br /></p><p class="MsoNormal" style="text-align: justify;"><a onblur="try {parent.deselectBloggerImageGracefully();} catch(e) {}" href="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEjW_0Vh_5w-n0psHkrekaARn87kgSypbuIzkGJjUovvAVqi0wN8g9wCzaovU2KwurylX0gt5Ckd1KiPuXxhRZDS9xDF6hAf1OurDdqaTiy-p6067pwk-LSzEJP6D0CLVIdEDO7YPvT1MoA/s1600-h/Nueva+imagen+%283%29.bmp"><img style="margin: 0px auto 10px; display: block; text-align: center; cursor: pointer; width: 241px; height: 291px;" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEjW_0Vh_5w-n0psHkrekaARn87kgSypbuIzkGJjUovvAVqi0wN8g9wCzaovU2KwurylX0gt5Ckd1KiPuXxhRZDS9xDF6hAf1OurDdqaTiy-p6067pwk-LSzEJP6D0CLVIdEDO7YPvT1MoA/s320/Nueva+imagen+%283%29.bmp" alt="" id="BLOGGER_PHOTO_ID_5332557488350012962" border="0" /></a><a onblur="try {parent.deselectBloggerImageGracefully();} catch(e) {}" href="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEjmWjfvSLEseWS4a8xK2uJ2BdC1OTIydbElrkTrj2zU0eGU9aGMzbcydBSkR6nKv2JoQY-mfup2_sV1GBFxudx_C4gR2_6m9IxHkiBjyHiVzdryPhDZ-rmsi2Rr430kNj8twFPtaquC8KA/s1600-h/Nueva+imagen+%284%29.bmp"><img style="margin: 0px auto 10px; display: block; text-align: center; cursor: pointer; width: 320px; height: 277px;" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEjmWjfvSLEseWS4a8xK2uJ2BdC1OTIydbElrkTrj2zU0eGU9aGMzbcydBSkR6nKv2JoQY-mfup2_sV1GBFxudx_C4gR2_6m9IxHkiBjyHiVzdryPhDZ-rmsi2Rr430kNj8twFPtaquC8KA/s320/Nueva+imagen+%284%29.bmp" alt="" id="BLOGGER_PHOTO_ID_5332557493969529986" border="0" /></a></p><p class="MsoNormal" style="text-align: justify;">
<br /></p><p class="MsoNormal" style="text-align: justify;">Fuente: Hidrologia Aplicada, Ven Te Chow.
<br /></p> Unknownnoreply@blogger.com0tag:blogger.com,1999:blog-5733720406536553808.post-12366374251881322062009-05-05T20:51:00.003-06:002009-05-05T21:06:18.212-06:00Definicion Fisica de una CuencaPara delimitar el area de influencia de una cuanta es necesario delimitar su contorn de esta, para tal motivo se debera conocer los puntos mal altos del limite de la cuenca y el punto deonde se realiza la descarga de la escorrentia superficial.<br /><br />Parametro para la definicion de cada cuenca:<br /><ol><li>Superficie.</li><li>Longitud del cause principal(rio, quebrada, etc)</li><li>Cota del punto mas alto.</li><li>Cota del punto de desague.</li><li>Pendiente media del cause principal.</li><li>Tiempo de concentracion.</li></ol>Unknownnoreply@blogger.com0tag:blogger.com,1999:blog-5733720406536553808.post-46367124828155472632009-05-05T20:29:00.004-06:002009-05-05T20:40:10.032-06:00Comentrarios sobre Drejes de CarreterasEl término cuenca puede referirse a:<br />== Accidentes geográficos ==<br />• Cuenca (llanura sedimentaria, depresión o concavidad), accidente geográfico, superficie rodeada de alturas, o Cuenca fluvial, territorio drenado por un sistema de drenaje natural.<br /><br />• Cuenca arreica, aquella cuyas aguas no desembocan ni en lagos ni en mares, pues se evaporan o se infiltran.<br /><br />• Cuenca de recepción, parte superior del curso de un torrente o rambla donde se recogen las aguas.<br /><br />• Cuenca endorreica, la que el río o cauce principal desemboca en lagos, lagunas o pequeños cuerpos de agua.<br /><br />• Cuenca exorreica, la que descarga sus aguas en el mar.<br /><br />• Cuenca hidrográfica o cuenca de drenaje, territorio drenado por un único sistema de drenaje natural. Drena sus aguas al mar a través de un único río o vierte sus aguas a un único lago endorreico.<br />• Cuenca (mineralogía), área donde se encuentra un yacimiento de mineral.<br /><br />• Cuenca oceánica, depresión en el fondo marino.<br /><br />• Cuenca petrolera, cuenca sedimentaria en la que se acumulan hidrocarburos, principalmente asfalto, gas natural y petróleo.<br /><br />• Cuenca sedimentaria, depresión que se forma en ciertas partes de las tierras emergidas en las que, a la acumulación de sedimentos, sigue una subsidencia o hundimiento de los mismos.<br /><br />Fuente: http://es.wikipedia.org.<br /><br />Boceto de cuenca.<br /><a onblur="try {parent.deselectBloggerImageGracefully();} catch(e) {}" href="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEjKmw9zZ-a-TN_Ak6bOTFkrEW0DKrD1bslLCxP88umQ5eEFlfkJx4lwORV17do-bfEAx0JeSiUbfQL3RNLCq372yaxwI554N-yKf-xShD1bgFoJnLS-nknblsWsfrkI61hSpK_Oy8JRK30/s1600-h/cuenca+hidrogafica.jpg"><img style="margin: 0px auto 10px; display: block; text-align: center; cursor: pointer; width: 294px; height: 296px;" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEjKmw9zZ-a-TN_Ak6bOTFkrEW0DKrD1bslLCxP88umQ5eEFlfkJx4lwORV17do-bfEAx0JeSiUbfQL3RNLCq372yaxwI554N-yKf-xShD1bgFoJnLS-nknblsWsfrkI61hSpK_Oy8JRK30/s320/cuenca+hidrogafica.jpg" alt="" id="BLOGGER_PHOTO_ID_5332534844842750162" border="0" /></a>Unknownnoreply@blogger.com0tag:blogger.com,1999:blog-5733720406536553808.post-61079128764999433772009-05-04T19:55:00.007-06:002009-05-05T17:02:50.504-06:00Valores de Coeficiente Rugosidad n<a onblur="try {parent.deselectBloggerImageGracefully();} catch(e) {}" href="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEgvWcYvYChsrkBm1QxXR-AMNm6oXlGReOFgAj1fl6KcRv75M4tYyC-uCnyT2hEHiOIPb9GF46bbZexv8_eZ6lOb3dhOu0fdzG9wHpZyOxbci4qT8WlrnJSwUB03DqayopuJHe6kDnJ8x2g/s1600-h/coeficiente+de+rugosidad+n%282%29.bmp"><img style="margin: 0px auto 10px; display: block; text-align: center; cursor: pointer; width: 220px; height: 320px;" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEgvWcYvYChsrkBm1QxXR-AMNm6oXlGReOFgAj1fl6KcRv75M4tYyC-uCnyT2hEHiOIPb9GF46bbZexv8_eZ6lOb3dhOu0fdzG9wHpZyOxbci4qT8WlrnJSwUB03DqayopuJHe6kDnJ8x2g/s320/coeficiente+de+rugosidad+n%282%29.bmp" alt="" id="BLOGGER_PHOTO_ID_5332155755069590850" border="0" /></a><br /><br /><a onblur="try {parent.deselectBloggerImageGracefully();} catch(e) {}" href="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEg7VTsHgal1fCi7QrPktb6rp_7apzJAo-v92KobtEmyQiHzF_KIvsW0lOc0UcfSywayDRYYqJ9wLF9Mkt2aD5Zboy0gOmamm9N3qEs7GkukEX_MmpumedWOwhtK1AVS22xt90_f9Pl7afA/s1600-h/coeficiente+de+rugosidad+n+%281%29.bmp"><img style="margin: 0px auto 10px; display: block; text-align: center; cursor: pointer; width: 246px; height: 320px;" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEg7VTsHgal1fCi7QrPktb6rp_7apzJAo-v92KobtEmyQiHzF_KIvsW0lOc0UcfSywayDRYYqJ9wLF9Mkt2aD5Zboy0gOmamm9N3qEs7GkukEX_MmpumedWOwhtK1AVS22xt90_f9Pl7afA/s320/coeficiente+de+rugosidad+n+%281%29.bmp" alt="" id="BLOGGER_PHOTO_ID_5332155522347080258" border="0" /></a><a onblur="try {parent.deselectBloggerImageGracefully();} catch(e) {}" href="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEgqDgry6ZrftINDx9u2MieTztjSSI0hE7nEmeHCGl61EOTX1S2Uh-0TQX9ZrY79ALH5GYEtishiSp43mcstY4ghew8BEU1qdVmkH3CBSVYZeKpr4Hh4tmIFG8NRNfAgN9yHvl43nAIzjiM/s1600-h/coeficiente+de+rugosidad+n+%283%29.bmp"><img style="margin: 0px auto 10px; display: block; text-align: center; cursor: pointer; width: 223px; height: 320px;" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEgqDgry6ZrftINDx9u2MieTztjSSI0hE7nEmeHCGl61EOTX1S2Uh-0TQX9ZrY79ALH5GYEtishiSp43mcstY4ghew8BEU1qdVmkH3CBSVYZeKpr4Hh4tmIFG8NRNfAgN9yHvl43nAIzjiM/s320/coeficiente+de+rugosidad+n+%283%29.bmp" alt="" id="BLOGGER_PHOTO_ID_5332156021095871234" border="0" /></a><br /><br /><br /><br /><a onblur="try {parent.deselectBloggerImageGracefully();} catch(e) {}" href="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEhaj7x2BFW2hRimb0WXCWi_EkecPu_qHIttJrEzxW9gJFeLNMBIvLfBhxDQP0JRhlgws3GNR70WvNHB7GlGXqVAQH4QWGOUFSCJ6r6ASuYg7KgwCZ9pNuLaUNrLB_-OqbLFUkelSByKpP4/s1600-h/coeficiente+de+rugosidad+n%284%29.bmp"><img style="margin: 0px auto 10px; display: block; text-align: center; cursor: pointer; width: 275px; height: 320px;" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEhaj7x2BFW2hRimb0WXCWi_EkecPu_qHIttJrEzxW9gJFeLNMBIvLfBhxDQP0JRhlgws3GNR70WvNHB7GlGXqVAQH4QWGOUFSCJ6r6ASuYg7KgwCZ9pNuLaUNrLB_-OqbLFUkelSByKpP4/s320/coeficiente+de+rugosidad+n%284%29.bmp" alt="" id="BLOGGER_PHOTO_ID_5332157574681117074" border="0" /></a><br />Fuente: ven te chow - hidraulica de canales abiertos.Unknownnoreply@blogger.com0tag:blogger.com,1999:blog-5733720406536553808.post-71035274581173355432009-05-04T19:11:00.006-06:002009-05-05T17:03:21.741-06:00Elementos Gometricos de Seccion de Canal<meta equiv="Content-Type" content="text/html; charset=utf-8"><meta name="ProgId" content="Word.Document"><meta name="Generator" content="Microsoft Word 11"><meta name="Originator" content="Microsoft Word 11"><link rel="File-List" href="file:///C:%5CDOCUME%7E1%5CUSER%5CCONFIG%7E1%5CTemp%5Cmsohtml1%5C01%5Cclip_filelist.xml"><!--[if gte mso 9]><xml> <w:worddocument> <w:view>Normal</w:View> <w:zoom>0</w:Zoom> <w:hyphenationzone>21</w:HyphenationZone> <w:punctuationkerning/> <w:validateagainstschemas/> <w:saveifxmlinvalid>false</w:SaveIfXMLInvalid> <w:ignoremixedcontent>false</w:IgnoreMixedContent> <w:alwaysshowplaceholdertext>false</w:AlwaysShowPlaceholderText> <w:compatibility> <w:breakwrappedtables/> <w:snaptogridincell/> <w:wraptextwithpunct/> <w:useasianbreakrules/> <w:dontgrowautofit/> </w:Compatibility> <w:browserlevel>MicrosoftInternetExplorer4</w:BrowserLevel> </w:WordDocument> </xml><![endif]--><!--[if gte mso 9]><xml> <w:latentstyles deflockedstate="false" latentstylecount="156"> </w:LatentStyles> </xml><![endif]--><style> <!-- /* Style Definitions */ p.MsoNormal, li.MsoNormal, div.MsoNormal {mso-style-parent:""; margin:0cm; margin-bottom:.0001pt; mso-pagination:widow-orphan; mso-layout-grid-align:none; punctuation-wrap:simple; text-autospace:none; font-size:10.0pt; font-family:"Times New Roman"; mso-fareast-font-family:"Times New Roman"; mso-no-proof:yes;} @page Section1 {size:595.2pt 841.9pt; margin:72.0pt 72.0pt 72.0pt 72.0pt; mso-header-margin:36.0pt; mso-footer-margin:36.0pt; mso-paper-source:0;} div.Section1 {page:Section1;} --> </style><!--[if gte mso 10]> <style> /* Style Definitions */ table.MsoNormalTable {mso-style-name:"Tabla normal"; mso-tstyle-rowband-size:0; mso-tstyle-colband-size:0; mso-style-noshow:yes; mso-style-parent:""; mso-padding-alt:0cm 5.4pt 0cm 5.4pt; mso-para-margin:0cm; mso-para-margin-bottom:.0001pt; mso-pagination:widow-orphan; font-size:10.0pt; font-family:"Times New Roman"; mso-ansi-language:#0400; mso-fareast-language:#0400; mso-bidi-language:#0400;} </style> <![endif]--> <meta equiv="Content-Type" content="text/html; charset=utf-8"><meta name="ProgId" content="Word.Document"><meta name="Generator" content="Microsoft Word 11"><meta name="Originator" content="Microsoft Word 11"><link rel="File-List" href="file:///C:%5CDOCUME%7E1%5CUSER%5CCONFIG%7E1%5CTemp%5Cmsohtml1%5C01%5Cclip_filelist.xml"><!--[if gte mso 9]><xml> <w:worddocument> <w:view>Normal</w:View> <w:zoom>0</w:Zoom> <w:hyphenationzone>21</w:HyphenationZone> <w:punctuationkerning/> <w:validateagainstschemas/> <w:saveifxmlinvalid>false</w:SaveIfXMLInvalid> <w:ignoremixedcontent>false</w:IgnoreMixedContent> <w:alwaysshowplaceholdertext>false</w:AlwaysShowPlaceholderText> <w:compatibility> <w:breakwrappedtables/> <w:snaptogridincell/> <w:wraptextwithpunct/> <w:useasianbreakrules/> <w:dontgrowautofit/> </w:Compatibility> <w:browserlevel>MicrosoftInternetExplorer4</w:BrowserLevel> </w:WordDocument> </xml><![endif]--><!--[if gte mso 9]><xml> <w:latentstyles deflockedstate="false" latentstylecount="156"> </w:LatentStyles> </xml><![endif]--><style> <!-- /* Style Definitions */ p.MsoNormal, li.MsoNormal, div.MsoNormal {mso-style-parent:""; margin:0cm; margin-bottom:.0001pt; mso-pagination:widow-orphan; mso-layout-grid-align:none; punctuation-wrap:simple; text-autospace:none; font-size:10.0pt; font-family:"Times New Roman"; mso-fareast-font-family:"Times New Roman"; mso-no-proof:yes;} @page Section1 {size:595.2pt 841.9pt; margin:72.0pt 72.0pt 72.0pt 72.0pt; mso-header-margin:36.0pt; mso-footer-margin:36.0pt; mso-paper-source:0;} div.Section1 {page:Section1;} --> </style><!--[if gte mso 10]> <style> /* Style Definitions */ table.MsoNormalTable {mso-style-name:"Tabla normal"; mso-tstyle-rowband-size:0; mso-tstyle-colband-size:0; mso-style-noshow:yes; mso-style-parent:""; mso-padding-alt:0cm 5.4pt 0cm 5.4pt; mso-para-margin:0cm; mso-para-margin-bottom:.0001pt; mso-pagination:widow-orphan; font-size:10.0pt; font-family:"Times New Roman"; mso-ansi-language:#0400; mso-fareast-language:#0400; mso-bidi-language:#0400;} </style> <![endif]--> <p style="text-align: justify;" class="MsoNormal"><span style=";font-family:Arial;font-size:100%;" lang="ES-TRAD">A continuación presentare las definiciones <span class="blsp-spelling-corrected" id="SPELLING_ERROR_0">básicas</span> de los elementos <span class="blsp-spelling-corrected" id="SPELLING_ERROR_1">geométricos</span> de un canal.
<br /></span></p><p class="MsoNormal" style="font-weight: bold; text-align: justify;"><span style=";font-family:Arial;font-size:100%;" lang="ES-TRAD">
<br /></span></p><div style="text-align: justify;"> </div><p style="text-align: justify;" class="MsoNormal"><span style="font-size:100%;"><i style=""><span lang="ES-TRAD" style="font-family:Arial;"><span style="font-weight: bold;">La profundidad de flujo, y</span>, </span></i></span><span style=";font-family:Arial;font-size:100%;" lang="ES-TRAD">es la distancia vertical desde el punto más bajo de una sección del canal hasta la superficie libre. A menudo este término se intercambia con la <i style="">profundidad de flujo de la sección, d. </i>En efecto, la <span>profundidad de flujo</span> de la sección es la <i style="">profundidad </i>de flujo perpendicular a la dirección de éste, o la altura de la sección del canal que contiene el agua. Para un canal con un ángulo de pendiente longitudinal θ, puede verse que la profundidad de flujo es igual a la profundidad de sección de flujo dividida por <span class="blsp-spelling-error" id="SPELLING_ERROR_2">cos</span> A. En el caso de canales empinados, por con-siguiente, los dos términos deben utilizarse de manera discriminada.<o:p></o:p></span></p><p class="MsoNormal" style="font-weight: bold; text-align: justify;"><style>yle Definitions */ p.MsoNormal, li.MsoNormal, div.MsoNormal {mso-style-parent:""; margin:0cm; margin-bottom:.0001pt; mso-pagination:widow-orphan; mso-layout-grid-align:none; punctuation-wrap:simple; text-autospace:none; font-size:10.0pt; font-family:"Times New Roman"; mso-fareast-font-family:"Times New Roman"; mso-no-proof:yes;} @page Section1 {size:612.0pt 792.0pt; margin:70.85pt 3.0cm 70.85pt 3.0cm; mso-header-margin:36.0pt; mso-footer-margin:36.0pt; mso-paper-source:0;} div.Section1 {page:Section1;} --> </style><!--[if gte mso 10]> <style> /* Style Definitions */ table.MsoNormalTable {mso-style-name:"Tabla normal"; mso-tstyle-rowband-size:0; mso-tstyle-colband-size:0; mso-style-noshow:yes; mso-style-parent:""; mso-padding-alt:0cm 5.4pt 0cm 5.4pt; mso-para-margin:0cm; mso-para-margin-bottom:.0001pt; mso-pagination:widow-orphan; font-size:10.0pt; font-family:"Times New Roman"; mso-ansi-language:#0400; mso-fareast-language:#0400; mso-bidi-language:#0400;} </style> <![endif]--> </p><p class="MsoNormal" style="line-height: 16.2pt; font-weight: bold; text-align: justify;"><span style=";font-family:Arial;font-size:100%;" lang="ES-TRAD"><span>
<br /></span></span></p><p class="MsoNormal" style="line-height: 16.2pt; font-weight: bold; text-align: justify;"><span style=";font-family:Arial;font-size:100%;" lang="ES-TRAD"><span>El nivel </span></span><style>one; punctuation-wrap:simple; text-autospace:none; font-size:10.0pt; font-family:"Times New Roman"; mso-fareast-font-family:"Times New Roman"; mso-no-proof:yes;} @page Section1 {size:595.2pt 841.9pt; margin:72.0pt 72.0pt 72.0pt 72.0pt; mso-header-margin:36.0pt; mso-footer-margin:36.0pt; mso-paper-source:0;} div.Section1 {page:Section1;} --> </style><!--[if gte mso 10]> <style> /* Style Definitions */ table.MsoNormalTable {mso-style-name:"Tabla normal"; mso-tstyle-rowband-size:0; mso-tstyle-colband-size:0; mso-style-noshow:yes; mso-style-parent:""; mso-padding-alt:0cm 5.4pt 0cm 5.4pt; mso-para-margin:0cm; mso-para-margin-bottom:.0001pt; mso-pagination:widow-orphan; font-size:10.0pt; font-family:"Times New Roman"; mso-ansi-language:#0400; mso-fareast-language:#0400; mso-bidi-language:#0400;} </style> <![endif]--><span style="font-weight: normal;font-size:100%;" ><span lang="ES-TRAD" style="font-family:Arial;">es la elevación o distancia vertical desde un nivel de referencia o <span class="blsp-spelling-error" id="SPELLING_ERROR_3">datum</span> hasta la superficie libre. Sí el punto más bajo de la sección de canal se escoge como el nivel de referencia, el nivel es idéntico a la profundidad de flujo.</span></span><span style=";font-family:Arial;font-size:12;" lang="ES-TRAD"><o:p></o:p></span> </p><div style="text-align: justify;"> </div><p style="font-weight: bold; text-align: justify;" class="MsoNormal"><span style=";font-family:Arial;font-size:100%;" lang="ES-TRAD"><span>
<br /></span></span></p><p style="font-weight: bold; text-align: justify;" class="MsoNormal"><span style=";font-family:Arial;font-size:100%;" lang="ES-TRAD"><span>El ancho superficial T</span><span style="font-weight: normal;"> es el ancho de la sección del canal en la superficie libre. El área </span><i style="font-weight: normal;"><span style="letter-spacing: 0.4pt;">mojada </span></i><span style="font-weight: normal;">A es el área de la sección transversal del flujo perpendicular a la dirección de flujo.</span><o:p></o:p></span></p><div style="text-align: justify;"> </div><p style="font-weight: bold; text-align: justify;" class="MsoNormal"><span style=";font-family:Arial;font-size:100%;" lang="ES-TRAD"><span>
<br /></span></span></p><p style="font-weight: bold; text-align: justify;" class="MsoNormal"><span style=";font-family:Arial;font-size:100%;" lang="ES-TRAD"><span>El perímetro </span><i style=""><span style="letter-spacing: 0.4pt;"><span><span class="blsp-spelling-corrected" id="SPELLING_ERROR_4">mojado</span> P</span> </span></i><span style="font-weight: normal;">es la longitud de la línea de intersección de la superficie de canal mojada y de un plano transversal perpendicular a la dirección de flujo.</span><o:p></o:p></span></p><div style="text-align: justify;"> </div><p class="MsoNormal" style="margin-bottom: 3.6pt; font-weight: bold; text-align: justify;"><span style=";font-family:Arial;font-size:100%;" lang="ES-TRAD"><span>
<br /></span></span></p><p class="MsoNormal" style="margin-bottom: 3.6pt; font-weight: bold; text-align: justify;"><span style=";font-family:Arial;font-size:100%;" lang="ES-TRAD"><span>El </span><i style=""><span style="letter-spacing: 0.4pt;"><span><span class="blsp-spelling-corrected" id="SPELLING_ERROR_5">radio hidráulico</span> R</span> </span></i><span style="font-weight: normal;">es la relación del área mojada con respecto a su perímetro mojado.</span></span></p><p class="MsoNormal" style="margin-bottom: 3.6pt; font-weight: bold; text-align: justify;"><meta equiv="Content-Type" content="text/html; charset=utf-8"><meta name="ProgId" content="Word.Document"><meta name="Generator" content="Microsoft Word 11"><meta name="Originator" content="Microsoft Word 11"><link rel="File-List" href="file:///C:%5CDOCUME%7E1%5CUSER%5CCONFIG%7E1%5CTemp%5Cmsohtml1%5C01%5Cclip_filelist.xml"><!--[if gte mso 9]><xml> <w:worddocument> <w:view>Normal</w:View> <w:zoom>0</w:Zoom> <w:hyphenationzone>21</w:HyphenationZone> <w:punctuationkerning/> <w:validateagainstschemas/> <w:saveifxmlinvalid>false</w:SaveIfXMLInvalid> <w:ignoremixedcontent>false</w:IgnoreMixedContent> <w:alwaysshowplaceholdertext>false</w:AlwaysShowPlaceholderText> <w:compatibility> <w:breakwrappedtables/> <w:snaptogridincell/> <w:wraptextwithpunct/> <w:useasianbreakrules/> <w:dontgrowautofit/> </w:Compatibility> <w:browserlevel>MicrosoftInternetExplorer4</w:BrowserLevel> </w:WordDocument> </xml><![endif]--><!--[if gte mso 9]><xml> <w:latentstyles deflockedstate="false" latentstylecount="156"> </w:LatentStyles> </xml><![endif]--><style> <!-- /* Style Definitions */ p.MsoNormal, li.MsoNormal, div.MsoNormal {mso-style-parent:""; margin:0cm; margin-bottom:.0001pt; mso-pagination:widow-orphan; mso-layout-grid-align:none; punctuation-wrap:simple; text-autospace:none; font-size:10.0pt; font-family:"Times New Roman"; mso-fareast-font-family:"Times New Roman"; mso-no-proof:yes;} @page Section1 {size:612.0pt 792.0pt; margin:70.85pt 3.0cm 70.85pt 3.0cm; mso-header-margin:36.0pt; mso-footer-margin:36.0pt; mso-paper-source:0;} div.Section1 {page:Section1;} --> </style><!--[if gte mso 10]> <style> /* Style Definitions */ table.MsoNormalTable {mso-style-name:"Tabla normal"; mso-tstyle-rowband-size:0; mso-tstyle-colband-size:0; mso-style-noshow:yes; mso-style-parent:""; mso-padding-alt:0cm 5.4pt 0cm 5.4pt; mso-para-margin:0cm; mso-para-margin-bottom:.0001pt; mso-pagination:widow-orphan; font-size:10.0pt; font-family:"Times New Roman"; mso-ansi-language:#0400; mso-fareast-language:#0400; mso-bidi-language:#0400;} </style> <![endif]--><span style="font-size:100%;"><i style=""><span style="letter-spacing: 0.4pt;font-family:Arial;" lang="ES-TRAD">
<br /></span></i></span></p><p class="MsoNormal" style="margin-bottom: 3.6pt; font-weight: bold; text-align: justify;"><span style="font-size:100%;"><i><span style="letter-spacing: 0.4pt;font-family:Arial;" lang="ES-TRAD">La profundidad </span></i></span><span style=";font-family:Arial;font-size:100%;" lang="ES-TRAD"><span>hidráulica D</span> es la relación entre el área mojada y el ancho en la superficie,</span></p><p class="MsoNormal" style="margin-bottom: 3.6pt; font-weight: bold; text-align: justify;"><span style="font-size:100%;">
<br /></span></p><p class="MsoNormal" style="margin-bottom: 3.6pt; font-weight: bold; text-align: justify;"><meta equiv="Content-Type" content="text/html; charset=utf-8"><meta name="ProgId" content="Word.Document"><meta name="Generator" content="Microsoft Word 11"><meta name="Originator" content="Microsoft Word 11"><link rel="File-List" href="file:///C:%5CDOCUME%7E1%5CUSER%5CCONFIG%7E1%5CTemp%5Cmsohtml1%5C01%5Cclip_filelist.xml"><!--[if gte mso 9]><xml> <w:worddocument> <w:view>Normal</w:View> <w:zoom>0</w:Zoom> <w:hyphenationzone>21</w:HyphenationZone> <w:punctuationkerning/> <w:validateagainstschemas/> <w:saveifxmlinvalid>false</w:SaveIfXMLInvalid> <w:ignoremixedcontent>false</w:IgnoreMixedContent> <w:alwaysshowplaceholdertext>false</w:AlwaysShowPlaceholderText> <w:compatibility> <w:breakwrappedtables/> <w:snaptogridincell/> <w:wraptextwithpunct/> <w:useasianbreakrules/> <w:dontgrowautofit/> </w:Compatibility> <w:browserlevel>MicrosoftInternetExplorer4</w:BrowserLevel> </w:WordDocument> </xml><![endif]--><!--[if gte mso 9]><xml> <w:latentstyles deflockedstate="false" latentstylecount="156"> </w:LatentStyles> </xml><![endif]--><style> <!-- /* Style Definitions */ p.MsoNormal, li.MsoNormal, div.MsoNormal {mso-style-parent:""; margin:0cm; margin-bottom:.0001pt; mso-pagination:widow-orphan; mso-layout-grid-align:none; punctuation-wrap:simple; text-autospace:none; font-size:10.0pt; font-family:"Times New Roman"; mso-fareast-font-family:"Times New Roman"; mso-no-proof:yes;} @page Section1 {size:612.0pt 792.0pt; margin:70.85pt 3.0cm 70.85pt 3.0cm; mso-header-margin:36.0pt; mso-footer-margin:36.0pt; mso-paper-source:0;} div.Section1 {page:Section1;} --> </style><!--[if gte mso 10]> <style> /* Style Definitions */ table.MsoNormalTable {mso-style-name:"Tabla normal"; mso-tstyle-rowband-size:0; mso-tstyle-colband-size:0; mso-style-noshow:yes; mso-style-parent:""; mso-padding-alt:0cm 5.4pt 0cm 5.4pt; mso-para-margin:0cm; mso-para-margin-bottom:.0001pt; mso-pagination:widow-orphan; font-size:10.0pt; font-family:"Times New Roman"; mso-ansi-language:#0400; mso-fareast-language:#0400; mso-bidi-language:#0400;} </style> <![endif]--><meta equiv="Content-Type" content="text/html; charset=utf-8"><meta name="ProgId" content="Word.Document"><meta name="Generator" content="Microsoft Word 11"><meta name="Originator" content="Microsoft Word 11"><link rel="File-List" href="file:///C:%5CDOCUME%7E1%5CUSER%5CCONFIG%7E1%5CTemp%5Cmsohtml1%5C01%5Cclip_filelist.xml"><!--[if gte mso 9]><xml> <w:worddocument> <w:view>Normal</w:View> <w:zoom>0</w:Zoom> <w:hyphenationzone>21</w:HyphenationZone> <w:punctuationkerning/> <w:validateagainstschemas/> <w:saveifxmlinvalid>false</w:SaveIfXMLInvalid> <w:ignoremixedcontent>false</w:IgnoreMixedContent> <w:alwaysshowplaceholdertext>false</w:AlwaysShowPlaceholderText> <w:compatibility> <w:breakwrappedtables/> <w:snaptogridincell/> <w:wraptextwithpunct/> <w:useasianbreakrules/> <w:dontgrowautofit/> </w:Compatibility> <w:browserlevel>MicrosoftInternetExplorer4</w:BrowserLevel> </w:WordDocument> </xml><![endif]--><!--[if gte mso 9]><xml> <w:latentstyles deflockedstate="false" latentstylecount="156"> </w:LatentStyles> </xml><![endif]--><style> <!-- /* Style Definitions */ p.MsoNormal, li.MsoNormal, div.MsoNormal {mso-style-parent:""; margin:0cm; margin-bottom:.0001pt; mso-pagination:widow-orphan; mso-layout-grid-align:none; punctuation-wrap:simple; text-autospace:none; font-size:10.0pt; font-family:"Times New Roman"; mso-fareast-font-family:"Times New Roman"; mso-no-proof:yes;} @page Section1 {size:612.0pt 792.0pt; margin:70.85pt 3.0cm 70.85pt 3.0cm; mso-header-margin:36.0pt; mso-footer-margin:36.0pt; mso-paper-source:0;} div.Section1 {page:Section1;} --> </style><!--[if gte mso 10]> <style> /* Style Definitions */ table.MsoNormalTable {mso-style-name:"Tabla normal"; mso-tstyle-rowband-size:0; mso-tstyle-colband-size:0; mso-style-noshow:yes; mso-style-parent:""; mso-padding-alt:0cm 5.4pt 0cm 5.4pt; mso-para-margin:0cm; mso-para-margin-bottom:.0001pt; mso-pagination:widow-orphan; font-size:10.0pt; font-family:"Times New Roman"; mso-ansi-language:#0400; mso-fareast-language:#0400; mso-bidi-language:#0400;} </style> <![endif]--><meta equiv="Content-Type" content="text/html; charset=utf-8"><meta name="ProgId" content="Word.Document"><meta name="Generator" content="Microsoft Word 11"><meta name="Originator" content="Microsoft Word 11"><link rel="File-List" href="file:///C:%5CDOCUME%7E1%5CUSER%5CCONFIG%7E1%5CTemp%5Cmsohtml1%5C01%5Cclip_filelist.xml"><!--[if gte mso 9]><xml> <w:worddocument> <w:view>Normal</w:View> <w:zoom>0</w:Zoom> <w:hyphenationzone>21</w:HyphenationZone> <w:punctuationkerning/> <w:validateagainstschemas/> <w:saveifxmlinvalid>false</w:SaveIfXMLInvalid> <w:ignoremixedcontent>false</w:IgnoreMixedContent> <w:alwaysshowplaceholdertext>false</w:AlwaysShowPlaceholderText> <w:compatibility> <w:breakwrappedtables/> <w:snaptogridincell/> <w:wraptextwithpunct/> <w:useasianbreakrules/> <w:dontgrowautofit/> </w:Compatibility> <w:browserlevel>MicrosoftInternetExplorer4</w:BrowserLevel> </w:WordDocument> </xml><![endif]--><!--[if gte mso 9]><xml> <w:latentstyles deflockedstate="false" latentstylecount="156"> </w:LatentStyles> </xml><![endif]--><style> <!-- /* Style Definitions */ p.MsoNormal, li.MsoNormal, div.MsoNormal {mso-style-parent:""; margin:0cm; margin-bottom:.0001pt; mso-pagination:widow-orphan; mso-layout-grid-align:none; punctuation-wrap:simple; text-autospace:none; font-size:10.0pt; font-family:"Times New Roman"; mso-fareast-font-family:"Times New Roman"; mso-no-proof:yes;} @page Section1 {size:612.0pt 792.0pt; margin:70.85pt 3.0cm 70.85pt 3.0cm; mso-header-margin:36.0pt; mso-footer-margin:36.0pt; mso-paper-source:0;} div.Section1 {page:Section1;} --> </style><!--[if gte mso 10]> <style> /* Style Definitions */ table.MsoNormalTable {mso-style-name:"Tabla normal"; mso-tstyle-rowband-size:0; mso-tstyle-colband-size:0; mso-style-noshow:yes; mso-style-parent:""; mso-padding-alt:0cm 5.4pt 0cm 5.4pt; mso-para-margin:0cm; mso-para-margin-bottom:.0001pt; mso-pagination:widow-orphan; font-size:10.0pt; font-family:"Times New Roman"; mso-ansi-language:#0400; mso-fareast-language:#0400; mso-bidi-language:#0400;} </style> <![endif]--><span style=";font-family:Arial;font-size:100%;" lang="ES-TRAD"><span>El factor </span><i><span style="letter-spacing: 0.3pt;">de .sección </span></i><span>para el cálculo </span><i><span style="letter-spacing: 0.4pt;">de </span></i><span>flujo crítico Z </span><span style="font-weight: normal;">es el producto del área mojada y la raíz cuadrada de la profundidad hidráulica</span></span>
<br /></p><p class="MsoNormal" style="margin-bottom: 3.6pt; font-weight: bold; text-align: justify;"><span style=";font-family:Arial;font-size:12;" lang="ES-TRAD">
<br /></span></p><div style="text-align: justify;"><meta equiv="Content-Type" content="text/html; charset=utf-8"><meta name="ProgId" content="Word.Document"><meta name="Generator" content="Microsoft Word 11"><meta name="Originator" content="Microsoft Word 11"><link style="font-weight: bold;" rel="File-List" href="file:///C:%5CDOCUME%7E1%5CUSER%5CCONFIG%7E1%5CTemp%5Cmsohtml1%5C01%5Cclip_filelist.xml"><!--[if gte mso 9]><xml> <w:worddocument> <w:view>Normal</w:View> <w:zoom>0</w:Zoom> <w:hyphenationzone>21</w:HyphenationZone> <w:punctuationkerning/> <w:validateagainstschemas/> <w:saveifxmlinvalid>false</w:SaveIfXMLInvalid> <w:ignoremixedcontent>false</w:IgnoreMixedContent> <w:alwaysshowplaceholdertext>false</w:AlwaysShowPlaceholderText> <w:compatibility> <w:breakwrappedtables/> <w:snaptogridincell/> <w:wraptextwithpunct/> <w:useasianbreakrules/> <w:dontgrowautofit/> </w:Compatibility> <w:browserlevel>MicrosoftInternetExplorer4</w:BrowserLevel> </w:WordDocument> </xml><![endif]--><!--[if gte mso 9]><xml> <w:latentstyles deflockedstate="false" latentstylecount="156"> </w:LatentStyles> </xml><![endif]--><style> <!-- /* Style Definitions */ p.MsoNormal, li.MsoNormal, div.MsoNormal {mso-style-parent:""; margin:0cm; margin-bottom:.0001pt; mso-pagination:widow-orphan; mso-layout-grid-align:none; punctuation-wrap:simple; text-autospace:none; font-size:10.0pt; font-family:"Times New Roman"; mso-fareast-font-family:"Times New Roman"; mso-no-proof:yes;} @page Section1 {size:612.0pt 792.0pt; margin:70.85pt 3.0cm 70.85pt 3.0cm; mso-header-margin:36.0pt; mso-footer-margin:36.0pt; mso-paper-source:0;} div.Section1 {page:Section1;} --> </style><!--[if gte mso 10]> <style> /* Style Definitions */ table.MsoNormalTable {mso-style-name:"Tabla normal"; mso-tstyle-rowband-size:0; mso-tstyle-colband-size:0; mso-style-noshow:yes; mso-style-parent:""; mso-padding-alt:0cm 5.4pt 0cm 5.4pt; mso-para-margin:0cm; mso-para-margin-bottom:.0001pt; mso-pagination:widow-orphan; font-size:10.0pt; font-family:"Times New Roman"; mso-ansi-language:#0400; mso-fareast-language:#0400; mso-bidi-language:#0400;} </style> <![endif]--><a style="font-weight: bold;" onblur="try {parent.deselectBloggerImageGracefully();} catch(e) {}" href="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEiJ35J0-UHF-HvhHtjXXmz-i5XSe4basdFvn-aV7d8gzAz4sn2J9mJWZa4HM7o3McJh8CmIZUEjP2P6ti1ZyJx533CfpnwFh8BRnzsNPiJT35_xYftVQND8WBLPnfdTV7dKDuuHfAGRg6w/s1600-h/elementos+geometricos+de+seccion+de+canal.bmp"><img style="margin: 0px auto 10px; display: block; text-align: center; cursor: pointer; width: 320px; height: 198px;" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEiJ35J0-UHF-HvhHtjXXmz-i5XSe4basdFvn-aV7d8gzAz4sn2J9mJWZa4HM7o3McJh8CmIZUEjP2P6ti1ZyJx533CfpnwFh8BRnzsNPiJT35_xYftVQND8WBLPnfdTV7dKDuuHfAGRg6w/s320/elementos+geometricos+de+seccion+de+canal.bmp" alt="" id="BLOGGER_PHOTO_ID_5332147834595124242" border="0" /></a>Fuente: ven te chow - hidraulica de canales abiertos
<br /></div><p class="MsoNormal" style="margin-bottom: 3.6pt;"><span style=";font-family:Arial;font-size:12;" lang="ES-TRAD"><o:p></o:p></span></p> <p></p> Unknownnoreply@blogger.com0tag:blogger.com,1999:blog-5733720406536553808.post-10175745784823510022009-05-02T19:29:00.005-06:002009-05-03T09:18:24.895-06:00Modelación y Gestión de Sistemas de Distribución con Integración GIS<span property="dc:content"><span style="font-weight: bold;">Watercad</span></span><br /><span property="dc:content"><br /><br /><br /></span><a onblur="try {parent.deselectBloggerImageGracefully();} catch(e) {}" href="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEjdumb6oxahY0w98Aw4GVyDEROpUmYqMGtVUvBd6WNBIoiCvSH_je4CMlKkGW9zLUu29jVkeIpWezTQWkTi8SFmAp_aOL5xrZNJOc0J7Q0Pa6F4mRsoH0SegkrlIbPGUWDnhUeq3o_sdZc/s1600-h/WaterCADV8_lg.jpg"><img style="margin: 0px auto 10px; display: block; text-align: center; cursor: pointer; width: 320px; height: 242px;" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEjdumb6oxahY0w98Aw4GVyDEROpUmYqMGtVUvBd6WNBIoiCvSH_je4CMlKkGW9zLUu29jVkeIpWezTQWkTi8SFmAp_aOL5xrZNJOc0J7Q0Pa6F4mRsoH0SegkrlIbPGUWDnhUeq3o_sdZc/s320/WaterCADV8_lg.jpg" alt="" id="BLOGGER_PHOTO_ID_5331404289111808018" border="0" /></a><br /><span property="dc:content">http://rapidshare.com/files/132376253/WaterGEMS.08_XM.rar.<br /><br />Fuente: http://www.taringa.net/posts/downloads/1199500/Bentley-Watercad-Xm-V8_0-Full-Pipes!-No-Limitation.html<br /></span>Unknownnoreply@blogger.com0tag:blogger.com,1999:blog-5733720406536553808.post-227114588274220772009-05-02T19:00:00.002-06:002009-05-02T19:07:05.538-06:00AutoCAD Land Desktop 2009 Inglés<span property="dc:content">AutoCAD Land Desktop 2009 Inglés</span><span property="dc:content"><br /><br /></span><span property="dc:content"></span><span property="dc:content">http://rapidshare.com/files/112129698/aldt2k9.iso.rar<br /> http://rapidshare.com/files/112125155/aldt2k9.iso.r00<br /> http://rapidshare.com/files/112134161/aldt2k9.iso.r01<br /> http://rapidshare.com/files/112138624/aldt2k9.iso.r02<br /> http://rapidshare.com/files/112142805/aldt2k9.iso.r03<br /> http://rapidshare.com/files/112147101/aldt2k9.iso.r04<br /> http://rapidshare.com/files/112151144/aldt2k9.iso.r05<br /> http://rapidshare.com/files/112154640/aldt2k9.iso.r06<br /> http://rapidshare.com/files/112158627/aldt2k9.iso.r07<br /> http://rapidshare.com/files/112162829/aldt2k9.iso.r08<br /> http://rapidshare.com/files/112167963/aldt2k9.iso.r09<br /> http://rapidshare.com/files/112173158/aldt2k9.iso.r10<br /> http://rapidshare.com/files/112178898/aldt2k9.iso.r11<br /> http://rapidshare.com/files/112185046/aldt2k9.iso.r12<br /> http://rapidshare.com/files/112191327/aldt2k9.iso.r13<br /> http://rapidshare.com/files/112198222/aldt2k9.iso.r14<br /> http://rapidshare.com/files/112205870/aldt2k9.iso.r15<br /> http://rapidshare.com/files/112213364/aldt2k9.iso.r16<br /> http://rapidshare.com/files/112220931/aldt2k9.iso.r17<br /> http://rapidshare.com/files/112228801/aldt2k9.iso.r18 </span>Unknownnoreply@blogger.com0tag:blogger.com,1999:blog-5733720406536553808.post-25619485156294901192009-05-02T18:49:00.004-06:002009-05-02T18:57:45.630-06:00Autocad 2009 Descarga directa<a onblur="try {parent.deselectBloggerImageGracefully();} catch(e) {}" href="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEgX-koNdCBRMalDMftLL_xkMQivUuUnVV0PWzJd2HJ-Zm21z3O-VUwybhfvq3eBgGpLygpmidxKu2LwVHfhwsb-2nZ1KHZ9pNTQDrdTzj5oEe3vA5-SlZW_eurcQ6G81FCWMDraep5D6kM/s1600-h/AutoCAD_2009_splash.jpg"><img style="margin: 0px auto 10px; display: block; text-align: center; cursor: pointer; width: 320px; height: 276px;" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEgX-koNdCBRMalDMftLL_xkMQivUuUnVV0PWzJd2HJ-Zm21z3O-VUwybhfvq3eBgGpLygpmidxKu2LwVHfhwsb-2nZ1KHZ9pNTQDrdTzj5oEe3vA5-SlZW_eurcQ6G81FCWMDraep5D6kM/s320/AutoCAD_2009_splash.jpg" alt="" id="BLOGGER_PHOTO_ID_5331394237100286466" border="0" /></a><br /><br /><br /><span style="font-weight: bold;">Autocad 2009</span><br /><br />http://www.megaupload.com/?d=9CQENRVM<br />http://www.megaupload.com/?d=VDV1V184<br /> http://www.megaupload.com/?d=UA60P3KR<br /> http://www.megaupload.com/?d=ECQ11OME<br />5. http://www.megaupload.com/?d=HWUAMJHK<br />6. http://www.megaupload.com/?d=29CQROVN<br />http://www.megaupload.com/?d=RSRF3GY8<br />http://www.megaupload.com/?d=M6NIB9NK<br />http://www.megaupload.com/?d=PIKV85Q7<br />http://www.megaupload.com/?d=0E6ZY5IL<br />http://www.megaupload.com/?d=BE14YHWV<br />http://www.megaupload.com/?d=R9JGN09Q<br />http://www.megaupload.com/?d=LR20SXHV<br />http://www.megaupload.com/?d=G27INXGN<br />http://www.megaupload.com/?d=IDACCZBV<br />http://www.megaupload.com/?d=QKKUSO7Q<br />http://www.megaupload.com/?d=MCKXPZ20<br />http://www.megaupload.com/?d=EFCQ19RK<br />http://www.megaupload.com/?d=6W4D5L33<br />http://www.megaupload.com/?d=OH4ARXH0<br />http://www.megaupload.com/?d=NXG3ELBL<br />http://www.megaupload.com/?d=UQDMZCZ9<br /> http://www.megaupload.com/?d=7RHRX56J<br /><br /><span property="dc:content"><br /><a href="http://rapidshare.com/files/202248851/AUTOCAD_2009_ISO.z01" target="_blank" rel="nofollow">http://rapidshare.com/files/202248851/AUTOCAD_2009_ISO.z01</a><br /><a href="http://rapidshare.com/files/202462719/AUTOCAD_2009_ISO.z02" target="_blank" rel="nofollow">http://rapidshare.com/files/202462719/AUTOCAD_2009_ISO.z02</a><br /><a href="http://rapidshare.com/files/202501251/AUTOCAD_2009_ISO.z03" target="_blank" rel="nofollow">http://rapidshare.com/files/202501251/AUTOCAD_2009_ISO.z03</a><br /><a href="http://rapidshare.com/files/202793922/AUTOCAD_2009_ISO.z04" target="_blank" rel="nofollow">http://rapidshare.com/files/202793922/AUTOCAD_2009_ISO.z04</a><br /><a href="http://rapidshare.com/files/202842962/AUTOCAD_2009_ISO.z05" target="_blank" rel="nofollow">http://rapidshare.com/files/202842962/AUTOCAD_2009_ISO.z05</a><br /><a href="http://rapidshare.com/files/202612799/AUTOCAD_2009_ISO.z06" target="_blank" rel="nofollow">http://rapidshare.com/files/202612799/AUTOCAD_2009_ISO.z06</a><br /><a href="http://rapidshare.com/files/202881256/AUTOCAD_2009_ISO.z07" target="_blank" rel="nofollow">http://rapidshare.com/files/202881256/AUTOCAD_2009_ISO.z07</a><br /><a href="http://rapidshare.com/files/202919968/AUTOCAD_2009_ISO.z08" target="_blank" rel="nofollow">http://rapidshare.com/files/202919968/AUTOCAD_2009_ISO.z08</a><br /><a href="http://rapidshare.com/files/203073172/AUTOCAD_2009_ISO.z09" target="_blank" rel="nofollow">http://rapidshare.com/files/203073172/AUTOCAD_2009_ISO.z09</a><br /><a href="http://rapidshare.com/files/203225908/AUTOCAD_2009_ISO.z10" target="_blank" rel="nofollow">http://rapidshare.com/files/203225908/AUTOCAD_2009_ISO.z10</a><br /><a href="http://rapidshare.com/files/203191730/AUTOCAD_2009_ISO.zip" target="_blank" rel="nofollow">http://rapidshare.com/files/203191730/AUTOCAD_2009_ISO.zip</a><br /></span>Unknownnoreply@blogger.com0tag:blogger.com,1999:blog-5733720406536553808.post-76129901559670681332009-05-02T17:20:00.004-06:002009-05-02T18:47:18.313-06:00Calle con adoquines - CRITERIO DE DISEÑO<meta equiv="Content-Type" content="text/html; charset=utf-8"><meta name="ProgId" content="Word.Document"><meta name="Generator" content="Microsoft Word 11"><meta name="Originator" content="Microsoft Word 11"><link rel="File-List" href="file:///C:%5CDOCUME%7E1%5CUSER%5CCONFIG%7E1%5CTemp%5Cmsohtml1%5C01%5Cclip_filelist.xml"><!--[if gte mso 9]><xml> <w:worddocument> <w:view>Normal</w:View> <w:zoom>0</w:Zoom> <w:hyphenationzone>21</w:HyphenationZone> <w:punctuationkerning/> <w:validateagainstschemas/> <w:saveifxmlinvalid>false</w:SaveIfXMLInvalid> <w:ignoremixedcontent>false</w:IgnoreMixedContent> <w:alwaysshowplaceholdertext>false</w:AlwaysShowPlaceholderText> <w:compatibility> <w:breakwrappedtables/> <w:snaptogridincell/> <w:wraptextwithpunct/> <w:useasianbreakrules/> <w:dontgrowautofit/> </w:Compatibility> <w:browserlevel>MicrosoftInternetExplorer4</w:BrowserLevel> </w:WordDocument> </xml><![endif]--><!--[if gte mso 9]><xml> <w:latentstyles deflockedstate="false" latentstylecount="156"> </w:LatentStyles> </xml><![endif]--><style> <!-- /* Style Definitions */ p.MsoNormal, li.MsoNormal, div.MsoNormal {mso-style-parent:""; margin:0cm; margin-bottom:.0001pt; mso-pagination:widow-orphan; font-size:12.0pt; font-family:"Times New Roman"; mso-fareast-font-family:"Times New Roman";} @page Section1 {size:595.3pt 841.9pt; margin:70.85pt 3.0cm 70.85pt 3.0cm; mso-header-margin:35.4pt; mso-footer-margin:35.4pt; mso-paper-source:0;} div.Section1 {page:Section1;} --> </style><!--[if gte mso 10]> <style> /* Style Definitions */ table.MsoNormalTable {mso-style-name:"Tabla normal"; mso-tstyle-rowband-size:0; mso-tstyle-colband-size:0; mso-style-noshow:yes; mso-style-parent:""; mso-padding-alt:0cm 5.4pt 0cm 5.4pt; mso-para-margin:0cm; mso-para-margin-bottom:.0001pt; mso-pagination:widow-orphan; font-size:10.0pt; font-family:"Times New Roman"; mso-ansi-language:#0400; mso-fareast-language:#0400; mso-bidi-language:#0400;} </style> <![endif]--> <p class="MsoNormal" style="text-align: justify;">El<span style=""> </span>dimensionamiento de adoquines consiste en<span style=""> </span>la determinación de<span style=""> </span>los espesores de<span style=""> </span>las capas que constituyen<span style=""> </span>la estructura del<span style=""> </span>pavimento,<span style=""> </span>así<span style=""> </span>como sus<span style=""> </span>propiedades principales.<span style=""> </span>En este<span style=""> </span>proceso<span style=""> </span>juegan<span style=""> </span>un<span style=""> </span>papel<span style=""> </span>principal<span style=""> </span>el<span style=""> </span>tránsito<span style=""> </span>vehicular pronosticado, el<span style=""> </span>clima y<span style=""> </span>las<span style=""> </span>condiciones de apoyo. <o:p></o:p></p> <p class="MsoNormal" style="text-align: justify;">Con<span style=""> </span>el<span style=""> </span>fin<span style=""> </span>de<span style=""> </span>tener<span style=""> </span>marcos<span style=""> </span>de<span style=""> </span>referencia<span style=""> </span>respecto<span style=""> </span>a<span style=""> </span>los parámetros de diseño que intervienen en el dimensionamiento de estos<span style=""> </span>tipos de pavimentos,<span style=""> </span>la<span style=""> </span>siguiente<span style=""> </span>tabla<span style=""> </span>presenta<span style=""> </span>una <span style=""> </span>clasificación de calidades de superficie de apoyo, atendiendoa los<span style=""> </span>tipos de suelo:</p><p class="MsoNormal" style="text-align: justify;"><a onblur="try {parent.deselectBloggerImageGracefully();} catch(e) {}" href="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEhq5GZK6WGFwpGw-dyU_2t5lELlxFU6USTMO1gnYE5lCuzWGy-jx0DYMhpi97CpqUWaQk2nmuCj6WB9kmbm3xdgKlbS1ajkd6uVM2HJY3m69LOnt9ZmxcK9WFKbh_CdlzickjbChK_t6xA/s1600-h/adoquin+1.bmp"><img style="margin: 0px auto 10px; display: block; text-align: center; cursor: pointer; width: 320px; height: 117px;" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEhq5GZK6WGFwpGw-dyU_2t5lELlxFU6USTMO1gnYE5lCuzWGy-jx0DYMhpi97CpqUWaQk2nmuCj6WB9kmbm3xdgKlbS1ajkd6uVM2HJY3m69LOnt9ZmxcK9WFKbh_CdlzickjbChK_t6xA/s320/adoquin+1.bmp" alt="" id="BLOGGER_PHOTO_ID_5331373032024742578" border="0" /></a></p><p class="MsoNormal" style="text-align: justify;">a continuacion se detallara en tabla los esperores a utilzar de acuerdo al trafico de la via.</p><p class="MsoNormal" style="text-align: justify;">
<br /></p><p class="MsoNormal" style="text-align: justify;"><a onblur="try {parent.deselectBloggerImageGracefully();} catch(e) {}" href="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEj7rOzKmMYGvy9owHNM65jxJG93gp7RJEj_c2APrEJBetwhPdQR4VgP9LigLhgnFvkwBG9yGjYBMe3NkecFZjm-007pmzKYwu006UJroGT74YufFZJa-EOSCvhWB7NmFBfnU2lVc6ZVrgc/s1600-h/adoquin+2.bmp"><img style="margin: 0px auto 10px; display: block; text-align: center; cursor: pointer; width: 313px; height: 320px;" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEj7rOzKmMYGvy9owHNM65jxJG93gp7RJEj_c2APrEJBetwhPdQR4VgP9LigLhgnFvkwBG9yGjYBMe3NkecFZjm-007pmzKYwu006UJroGT74YufFZJa-EOSCvhWB7NmFBfnU2lVc6ZVrgc/s320/adoquin+2.bmp" alt="" id="BLOGGER_PHOTO_ID_5331392782723675906" border="0" /></a></p> Unknownnoreply@blogger.com0tag:blogger.com,1999:blog-5733720406536553808.post-89069763423289357462009-05-02T16:58:00.003-06:002009-05-02T17:11:41.223-06:00Calles con adoquines - ComponentesPor lo general, una estructura de pavimento adoquinada consiste de los siguientes elementos:<br /><br /><span style="font-weight: bold;">Capa sub-base:</span> es una capa de roca triturada o de grava, colocada bajo la base (esta última es opcional, dependiendo de las características e importancia del proyecto.<br /><br /><span style="font-weight: bold;">Base (opcional):</span> se emplea cuando existe tránsito pesado y debe ser capaz de distribuir las cargas, pero también de deformarse ligeramente. Consiste en material granular compactado. Si se pretende rigidizarla base aún más, se puede utilizar Cemento o estabilizarlo con cualquier otro metodo.<br /><br /><span style="font-weight: bold;">Plantilla: </span>es una cama de arena de 5 cm de espesor. En general debe ser una arena limpia, de partículas angulosas que puede ser natural o producto de trituración. . <br /><br /><span style="font-weight: bold;">Arena para juntas:</span> debe ser de la misma empleada para plan tilla, o incluso más fina.<br /><br /><span style="font-weight: bold;">Guarnición:</span> es el elemento estructural en la orillas que le proporciona Confinamiento lateral a todos los componentes, arena y adoquines, para que siem<br />pre estén apretados en la dirección horizontal. <br /><br /><span style="font-weight: bold;">Adoquinado:</span> los adoquines de la capa de rodamiento<br /><br /><span style="font-weight: bold;">Guarnición:</span> es el borde confinante de elementos prefabricados que evitan el deslizamiento de las piezas.Unknownnoreply@blogger.com0tag:blogger.com,1999:blog-5733720406536553808.post-47385620157766552412009-05-02T13:06:00.002-06:002009-05-02T14:58:12.246-06:00Ensayo Penetracion Estandar<meta equiv="Content-Type" content="text/html; charset=utf-8"><meta name="ProgId" content="Word.Document"><meta name="Generator" content="Microsoft Word 11"><meta name="Originator" content="Microsoft Word 11"><link rel="File-List" href="file:///C:%5CDOCUME%7E1%5CUSER%5CCONFIG%7E1%5CTemp%5Cmsohtml1%5C01%5Cclip_filelist.xml"><o:smarttagtype namespaceuri="urn:schemas-microsoft-com:office:smarttags" name="metricconverter"></o:smarttagtype><!--[if gte mso 9]><xml> <w:worddocument> <w:view>Normal</w:View> <w:zoom>0</w:Zoom> <w:hyphenationzone>21</w:HyphenationZone> <w:punctuationkerning/> <w:validateagainstschemas/> <w:saveifxmlinvalid>false</w:SaveIfXMLInvalid> <w:ignoremixedcontent>false</w:IgnoreMixedContent> <w:alwaysshowplaceholdertext>false</w:AlwaysShowPlaceholderText> <w:compatibility> <w:breakwrappedtables/> <w:snaptogridincell/> <w:wraptextwithpunct/> <w:useasianbreakrules/> <w:dontgrowautofit/> </w:Compatibility> <w:browserlevel>MicrosoftInternetExplorer4</w:BrowserLevel> </w:WordDocument> </xml><![endif]--><!--[if gte mso 9]><xml> <w:latentstyles deflockedstate="false" latentstylecount="156"> </w:LatentStyles> </xml><![endif]--><!--[if !mso]><object classid="clsid:38481807-CA0E-42D2-BF39-B33AF135CC4D" id="ieooui"></object> <style> st1\:*{behavior:url(#ieooui) } </style> <![endif]--><style> <!-- /* Font Definitions */ @font-face {font-family:Wingdings; panose-1:5 0 0 0 0 0 0 0 0 0; mso-font-charset:2; mso-generic-font-family:auto; mso-font-pitch:variable; mso-font-signature:0 268435456 0 0 -2147483648 0;} @font-face {font-family:Garamond; panose-1:2 2 4 4 3 3 1 1 8 3; mso-font-charset:0; mso-generic-font-family:roman; mso-font-pitch:variable; mso-font-signature:647 0 0 0 159 0;} /* Style Definitions */ p.MsoNormal, li.MsoNormal, div.MsoNormal {mso-style-parent:""; margin:0cm; margin-bottom:.0001pt; mso-pagination:widow-orphan; mso-layout-grid-align:none; punctuation-wrap:simple; text-autospace:none; font-size:10.0pt; font-family:Garamond; mso-fareast-font-family:"Times New Roman"; mso-bidi-font-family:"Times New Roman"; mso-no-proof:yes;} @page Section1 {size:595.2pt 841.9pt; margin:72.0pt 72.0pt 72.0pt 72.0pt; mso-header-margin:36.0pt; mso-footer-margin:36.0pt; mso-paper-source:0;} div.Section1 {page:Section1;} /* List Definitions */ @list l0 {mso-list-id:1631085152; mso-list-type:hybrid; mso-list-template-ids:588665184 -2118344320 201981955 201981957 201981953 201981955 201981957 201981953 201981955 201981957;} @list l0:level1 {mso-level-start-at:0; mso-level-number-format:bullet; mso-level-text:-; mso-level-tab-stop:36.0pt; mso-level-number-position:left; text-indent:-18.0pt; font-family:Arial; mso-fareast-font-family:"Times New Roman";} ol {margin-bottom:0cm;} ul {margin-bottom:0cm;} --> </style><!--[if gte mso 10]> <style> /* Style Definitions */ table.MsoNormalTable {mso-style-name:"Tabla normal"; mso-tstyle-rowband-size:0; mso-tstyle-colband-size:0; mso-style-noshow:yes; mso-style-parent:""; mso-padding-alt:0cm 5.4pt 0cm 5.4pt; mso-para-margin:0cm; mso-para-margin-bottom:.0001pt; mso-pagination:widow-orphan; font-size:10.0pt; font-family:"Times New Roman"; mso-ansi-language:#0400; mso-fareast-language:#0400; mso-bidi-language:#0400;} </style> <![endif]--> <p class="MsoNormal" style="text-align: justify;"><span style="font-size: 12pt; font-family: Arial; letter-spacing: 0.2pt;" lang="ES-TRAD">Este ensayo de penetración dinámica se realiza en el interior de sondeos durante la perforación. Permite obtener un valor N de resistencia a la penetración que puede ser correlacionado con parámetros geotécnicos como la densidad relativa. El ángulo de roza-miento, la carga admisible y los asientos en los suelos granulares. En el ensayo también se obtiene una muestra alterada, para realizar ensayos de identificación en laboratorio.<o:p></o:p></span></p> <p class="MsoNormal" style="text-align: justify;"><span style="font-size: 12pt; font-family: Arial; letter-spacing: 0.2pt;" lang="ES-TRAD">El ensayo SPT puede ejecutarse prácticamente en todo tipo de suelos, incluso en roca muy <span style=""> </span>alterada, aunque es en los suelos granulares donde se realiza preferentemente: la dificultad de obtener muestras inalteradas en este tipo de suelos añade relevancia al SPT.<o:p></o:p></span></p> <p class="MsoNormal" style="text-align: justify;"><span style="font-size: 12pt; font-family: Arial; letter-spacing: 0.2pt;" lang="ES-TRAD">La frecuencia habitual parir la realización del SPT a lo largo del sondeo es (le un ensayo cada <st1:metricconverter productid="2 a" st="on">2 a</st1:metricconverter> 5 mt, o incluso mayor, en función de las características del terreno.<o:p></o:p></span></p> <p class="MsoNormal" style="text-align: justify;"><span style="font-size: 12pt; font-family: Arial; letter-spacing: 0.2pt;" lang="ES-TRAD">El procedimiento a seguir consiste en limpiar cuidadosamente la perforación al llegar a la cota deseada para el ensayo. Limpiando <span style=""> </span>las paredes como el fondo, retirando la materia (le perforación e instalando en su lugar un tomamuestras (le dimensiones estándar. El tomamuestras consta de tres elementos: zapata, tubo bipartido y cabeza de acoplamiento con el varillaje, Éste se debe hincar en el terreno <st1:metricconverter productid="60 cm" st="on">60 cm</st1:metricconverter>. contando el número de golpes necesarios para hincar tramos de <st1:metricconverter productid="15 cm" st="on">15 cm</st1:metricconverter>. El golpeo para la (tinca se realiza con una maza tic <st1:metricconverter productid="63.5 kg" st="on">63.5 kg</st1:metricconverter> cayendo libremente desde una altura de <st1:metricconverter productid="76 cm" st="on">76 cm</st1:metricconverter> sobre una cabeza de golpeo o yunque (Figura 6.59). La lectura del golpeo del pri</span><span style="font-size: 12pt; font-family: Arial;" lang="ES-TRAD">mero y último tramo no se debe tener en cuenta, por la alteración del suelo u derrumbes de las paredes del sondeo en el primer caso. y por posible sobre compactado en el segundo. La suma de los valores de golpeo de los dos tramos centrales de <st1:metricconverter productid="15 cm" st="on">15 cm</st1:metricconverter> es el valor <i style=""><span style="letter-spacing: 0.1pt;">N, </span></i>denominado también resistencia a la penetración estándar. En ocasiones, dada la alta resistencia del terreno, no se consigue el avance del toma muestras. En estos casos, el ensayo se suspende cuando se exceden 100 golpes para avanzar un tramo de <st1:metricconverter productid="15 cm" st="on">15 cm</st1:metricconverter>, y se considera rechazo.<o:p></o:p></span></p> <p class="MsoNormal"><span style="font-size: 12pt; font-family: Arial;" lang="ES-TRAD">El resultado de los ensayos SPT puede verse afectado por factores como:<o:p></o:p></span></p> <p class="MsoNormal" style="margin: 0cm 0cm 3.6pt 36pt; text-indent: -18pt;"><!--[if !supportLists]--><span style="font-size: 12pt; font-family: Arial;" lang="ES-TRAD"><span style="">-<span style="font-family: "Times New Roman"; font-style: normal; font-variant: normal; font-weight: normal; font-size: 7pt; line-height: normal; font-size-adjust: none; font-stretch: normal;"> </span></span></span><!--[endif]--><span style="font-size: 12pt; font-family: Arial;" lang="ES-TRAD">Preparación y calidad del sondeo: limpieza y estabilidad de las paredes ole la perforación.<o:p></o:p></span></p> <p class="MsoNormal" style="margin: 0cm 0cm 3.6pt 36pt; text-indent: -18pt;"><!--[if !supportLists]--><span style="font-size: 12pt; font-family: Arial;" lang="ES-TRAD"><span style="">-<span style="font-family: "Times New Roman"; font-style: normal; font-variant: normal; font-weight: normal; font-size: 7pt; line-height: normal; font-size-adjust: none; font-stretch: normal;"> </span></span></span><!--[endif]--><span style="font-size: 12pt; font-family: Arial;" lang="ES-TRAD"><span style=""> </span>Longitud del varillaje y diámetro del sondeo: condicionan el peso del elemento a hincar y la fricción con las paredes del sondeo.<o:p></o:p></span></p> <p class="MsoNormal" style="margin: 0cm 0cm 3.6pt 36pt; text-indent: -18pt;"><!--[if !supportLists]--><span style="font-size: 12pt; font-family: Arial;" lang="ES-TRAD"><span style="">-<span style="font-family: "Times New Roman"; font-style: normal; font-variant: normal; font-weight: normal; font-size: 7pt; line-height: normal; font-size-adjust: none; font-stretch: normal;"> </span></span></span><!--[endif]--><span style="font-size: 12pt; font-family: Arial;" lang="ES-TRAD">Dispositivo de golpeo: puede ser manual o automático, existiendo diferencias notables entre los resultados de ambos. Deben emplearse dispositivos automaticos, pues garantizan la aplicación de la misma energía de impacto en todos los casos.<o:p></o:p></span></p> <p class="MsoNormal" style="margin-bottom: 7.2pt; text-align: justify;"><span style="font-size: 12pt; font-family: Arial;" lang="ES-TRAD">Cuando el ensayo se realiza por debajo del nivel freático se utiliza la siguiente corrección (Terzaghi y Peck, 1948), aplicable a sucios poco permeables (li-rnos v arenas finas):<o:p></o:p></span></p> <p class="MsoNormal" style="margin-bottom: 3.6pt; text-align: center;" align="center"><i style=""><span style="font-size: 12pt; font-family: Arial; letter-spacing: 0.1pt;" lang="ES-TRAD">N= 15 + [1(N' - 15)/2]<o:p></o:p></span></i></p> <p class="MsoNormal"><span style="font-size: 12pt; font-family: Arial;" lang="ES-TRAD">Válida para N' > <i style=""><span style="letter-spacing: 0.1pt;">15, </span></i>siendo <i style=""><span style="letter-spacing: 0.1pt;">N </span></i>el valor corregido y <i style=""><span style="letter-spacing: 0.1pt;">N' </span></i>el valor medido.<o:p></o:p></span></p> Unknownnoreply@blogger.com0tag:blogger.com,1999:blog-5733720406536553808.post-68971461857826947682009-05-01T09:41:00.007-06:002009-05-01T10:02:41.095-06:00Diseño de Espesores Pavimentos Asfalticos (parte 6)Para determinar el espesor de la capa base D2 se asume que toda la resistencia la brinda la carpeta asfáltica y la capa base, de manera que<br /><div style="text-align: center;">SN2 = SN1+ a2D2m2<br /><div style="text-align: justify;"><br /></div><div style="text-align: justify;">Donde SN2 se determina con la ecuación de diseño colocando en lugar del MR el valor del módulo de elasticidad de la capa sub-base ESB obtenido por ensayo directo o por correlación con una prueba de resistencia como el CBR.<br />Con este valor de SN = SN2<br /><div style="text-align: center;">D2* ≥ (SN2 –SN1*) / (a2m2)<br />SN1* + SN2* ≥SN2<br /></div><a onblur="try {parent.deselectBloggerImageGracefully();} catch(e) {}" href="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEijJ5Onu3dtFlDZvuorBCDrNBH4nmE_8qMquStadWG8vpyaUeiPcO9p1OtapMI_CYK60DJe9iJvXgU98bbneB1mVNIBv2_KpdNwXtsnCfAr_rYB0jlGGjtk1A8EHoV0jhkLltUdMXZSqvU/s1600-h/Nueva+imagen+%2851%29.bmp"><img style="margin: 0px auto 10px; display: block; text-align: center; cursor: pointer; width: 379px; height: 78px;" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEijJ5Onu3dtFlDZvuorBCDrNBH4nmE_8qMquStadWG8vpyaUeiPcO9p1OtapMI_CYK60DJe9iJvXgU98bbneB1mVNIBv2_KpdNwXtsnCfAr_rYB0jlGGjtk1A8EHoV0jhkLltUdMXZSqvU/s320/Nueva+imagen+%2851%29.bmp" alt="" id="BLOGGER_PHOTO_ID_5330883682716705474" border="0" /></a><br /><br /><div style="text-align: justify;">Para determinar el espesor de la capa sub-base se asume que toda la resistencia la brinda la carpeta asfáltica+capa base+capa sub-base, pero esto ya se realizó cuando usamos el Módulo de resilencia de la terracería MR para calcular el SN que se convertirá en SN3<br /><div style="text-align: center;">SN3= SN1+ SN2+ a3D3m3<br /><br /></div></div><a onblur="try {parent.deselectBloggerImageGracefully();} catch(e) {}" href="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEiENHoBl-uQdiFQOBz8rlZFFdNlOLc5KUs7xBU3qWmFmqkJCUZg8UW7H4FeCZ02BlibO6p0O1XZzadkFB41Bs8ApPCXQMjcGk07mOuE6f2BrlQg54EhhWOiD-caRMsHNfgG5S8j1aWTo8A/s1600-h/Nueva+imagen+%2852%29.bmp"><img style="margin: 0px auto 10px; display: block; text-align: center; cursor: pointer; width: 147px; height: 36px;" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEiENHoBl-uQdiFQOBz8rlZFFdNlOLc5KUs7xBU3qWmFmqkJCUZg8UW7H4FeCZ02BlibO6p0O1XZzadkFB41Bs8ApPCXQMjcGk07mOuE6f2BrlQg54EhhWOiD-caRMsHNfgG5S8j1aWTo8A/s320/Nueva+imagen+%2852%29.bmp" alt="" id="BLOGGER_PHOTO_ID_5330885552424023186" border="0" /></a><br /><a onblur="try {parent.deselectBloggerImageGracefully();} catch(e) {}" href="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEj5QKBF7dTT16Im99y-OgDDjXp8cATuNskjWp2I60JvQAhRKWOyHFs8D-dqKb6858oIS7704fh05B-d00o-cWaxD7ZyjURvz5DW5nyO5f6qgfDNlQwGe6S6_CrgiCtSw9G4ZDRfS1wiB4A/s1600-h/Nueva+imagen+%2853%29.bmp"><img style="margin: 0px auto 10px; display: block; text-align: center; cursor: pointer; width: 401px; height: 83px;" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEj5QKBF7dTT16Im99y-OgDDjXp8cATuNskjWp2I60JvQAhRKWOyHFs8D-dqKb6858oIS7704fh05B-d00o-cWaxD7ZyjURvz5DW5nyO5f6qgfDNlQwGe6S6_CrgiCtSw9G4ZDRfS1wiB4A/s320/Nueva+imagen+%2853%29.bmp" alt="" id="BLOGGER_PHOTO_ID_5330885555882796402" border="0" /></a><br /></div></div>Unknownnoreply@blogger.com0