{"id":59,"date":"2019-05-06T12:10:01","date_gmt":"2019-05-06T12:10:01","guid":{"rendered":"http:\/\/wordpress.ft.unicamp.br\/hidraulica\/?page_id=59"},"modified":"2019-05-21T17:34:37","modified_gmt":"2019-05-21T17:34:37","slug":"equipamentos","status":"publish","type":"page","link":"https:\/\/wordpress.ft.unicamp.br\/hidraulica\/equipamentos\/","title":{"rendered":"Equipamentos"},"content":{"rendered":"\n<h3 class=\"wp-block-heading\">      M\u00f3dulo experimental de conduto livre<\/h3>\n\n\n\n<div class=\"wp-block-image\"><figure class=\"aligncenter is-resized\"><img fetchpriority=\"high\" decoding=\"async\" src=\"http:\/\/wordpress.ft.unicamp.br\/hidraulica\/wp-content\/uploads\/sites\/56\/2019\/04\/WhatsApp-Image-2016-08-04-at-20.06.46-1024x576.jpeg\" alt=\"\" class=\"wp-image-32\" width=\"520\" height=\"292\" srcset=\"https:\/\/wordpress.ft.unicamp.br\/hidraulica\/wp-content\/uploads\/sites\/56\/2019\/04\/WhatsApp-Image-2016-08-04-at-20.06.46-1024x576.jpeg 1024w, https:\/\/wordpress.ft.unicamp.br\/hidraulica\/wp-content\/uploads\/sites\/56\/2019\/04\/WhatsApp-Image-2016-08-04-at-20.06.46-300x169.jpeg 300w, https:\/\/wordpress.ft.unicamp.br\/hidraulica\/wp-content\/uploads\/sites\/56\/2019\/04\/WhatsApp-Image-2016-08-04-at-20.06.46-768x432.jpeg 768w, https:\/\/wordpress.ft.unicamp.br\/hidraulica\/wp-content\/uploads\/sites\/56\/2019\/04\/WhatsApp-Image-2016-08-04-at-20.06.46.jpeg 1152w\" sizes=\"(max-width: 520px) 100vw, 520px\" \/><figcaption><br><\/figcaption><\/figure><\/div>\n\n\n\n<p> O conduto \u00e9 classificado como livre, quando o fluido em movimento apresenta &#8211; se uma superf\u00edcie livre&#8230; <strong>Clique na imagem para mais informa\u00e7\u00e3o<\/strong> <\/p>\n\n\n\n<h3 class=\"wp-block-heading\" id=\"mce_12\"><strong>M\u00f3dulo experimental da equa\u00e7\u00e3o da    continuidade<\/strong><\/h3>\n\n\n\n<div class=\"wp-block-image\"><figure class=\"aligncenter is-resized\"><a href=\"https:\/\/wordpress.ft.unicamp.br\/hidraulica\/modulo-experimental-da-equacao-da-continuidade\/\" target=\"_blank\" rel=\"noreferrer noopener\"><img decoding=\"async\" src=\"http:\/\/wordpress.ft.unicamp.br\/hidraulica\/wp-content\/uploads\/sites\/56\/2019\/04\/WhatsApp-Image-2016-08-04-at-20.06.46-8-1024x576.jpeg\" alt=\"\" class=\"wp-image-42\" width=\"545\" height=\"306\" srcset=\"https:\/\/wordpress.ft.unicamp.br\/hidraulica\/wp-content\/uploads\/sites\/56\/2019\/04\/WhatsApp-Image-2016-08-04-at-20.06.46-8-1024x576.jpeg 1024w, https:\/\/wordpress.ft.unicamp.br\/hidraulica\/wp-content\/uploads\/sites\/56\/2019\/04\/WhatsApp-Image-2016-08-04-at-20.06.46-8-300x169.jpeg 300w, https:\/\/wordpress.ft.unicamp.br\/hidraulica\/wp-content\/uploads\/sites\/56\/2019\/04\/WhatsApp-Image-2016-08-04-at-20.06.46-8-768x432.jpeg 768w, https:\/\/wordpress.ft.unicamp.br\/hidraulica\/wp-content\/uploads\/sites\/56\/2019\/04\/WhatsApp-Image-2016-08-04-at-20.06.46-8.jpeg 1152w\" sizes=\"(max-width: 545px) 100vw, 545px\" \/><\/a><\/figure><\/div>\n\n\n\n<p> Esta equa\u00e7\u00e3o demonstra a conserva\u00e7\u00e3o de massa ao longo do escoamento ou seja, a vaz\u00e3o de um ponto ao longo do tubo sera igual ao ponto de sa\u00edda independente de varia\u00e7\u00f5es de cada \u00e1rea&#8230;<br><strong>Clique na imagem para mais informa\u00e7\u00e3o<\/strong><\/p>\n\n\n\n<p><\/p>\n\n\n\n<h3 class=\"wp-block-heading\">M\u00f3dulo experimental de conduto for\u00e7ado.<\/h3>\n\n\n\n<div class=\"wp-block-image\"><figure class=\"aligncenter is-resized\"><img decoding=\"async\" src=\"http:\/\/wordpress.ft.unicamp.br\/hidraulica\/wp-content\/uploads\/sites\/56\/2019\/04\/a219ac_8b63282c03114a77b563d5962a320f1d_mv2.jpeg\" alt=\"\" class=\"wp-image-18\" width=\"590\" height=\"332\" srcset=\"https:\/\/wordpress.ft.unicamp.br\/hidraulica\/wp-content\/uploads\/sites\/56\/2019\/04\/a219ac_8b63282c03114a77b563d5962a320f1d_mv2.jpeg 980w, https:\/\/wordpress.ft.unicamp.br\/hidraulica\/wp-content\/uploads\/sites\/56\/2019\/04\/a219ac_8b63282c03114a77b563d5962a320f1d_mv2-300x169.jpeg 300w, https:\/\/wordpress.ft.unicamp.br\/hidraulica\/wp-content\/uploads\/sites\/56\/2019\/04\/a219ac_8b63282c03114a77b563d5962a320f1d_mv2-768x433.jpeg 768w\" sizes=\"(max-width: 590px) 100vw, 590px\" \/><\/figure><\/div>\n\n\n\n<p style=\"text-align:left\">Diferente do conduto livre, este preenche totalmente o interior da \u00e1rea estando em contato com as paredes internas e n\u00e3o apresentando superf\u00edcie livre&#8230; <strong>Clique na imagem para mais informa\u00e7\u00e3o<\/strong> <br><\/p>\n\n\n\n<h3 class=\"wp-block-heading\">Modulo did\u00e1tico de transciente hidr\u00e1ulico<\/h3>\n\n\n\n<div class=\"wp-block-image\"><figure class=\"aligncenter is-resized\"><a href=\"https:\/\/wordpress.ft.unicamp.br\/hidraulica\/modulo-experimental-da-equacao-da-continuidade\/\" target=\"_blank\" rel=\"noreferrer noopener\"><img loading=\"lazy\" decoding=\"async\" src=\"http:\/\/wordpress.ft.unicamp.br\/hidraulica\/wp-content\/uploads\/sites\/56\/2019\/04\/WhatsApp-Image-2016-08-04-at-20.06.46-3-1024x576.jpeg\" alt=\"\" class=\"wp-image-31\" width=\"537\" height=\"302\" srcset=\"https:\/\/wordpress.ft.unicamp.br\/hidraulica\/wp-content\/uploads\/sites\/56\/2019\/04\/WhatsApp-Image-2016-08-04-at-20.06.46-3-1024x576.jpeg 1024w, https:\/\/wordpress.ft.unicamp.br\/hidraulica\/wp-content\/uploads\/sites\/56\/2019\/04\/WhatsApp-Image-2016-08-04-at-20.06.46-3-300x169.jpeg 300w, https:\/\/wordpress.ft.unicamp.br\/hidraulica\/wp-content\/uploads\/sites\/56\/2019\/04\/WhatsApp-Image-2016-08-04-at-20.06.46-3-768x432.jpeg 768w, https:\/\/wordpress.ft.unicamp.br\/hidraulica\/wp-content\/uploads\/sites\/56\/2019\/04\/WhatsApp-Image-2016-08-04-at-20.06.46-3.jpeg 1152w\" sizes=\"(max-width: 537px) 100vw, 537px\" \/><\/a><\/figure><\/div>\n\n\n\n<p>O escoamento de reynolds, permite atrav\u00e9s de um numero adimensional classificar o regime em tr\u00eas tipos de escoamento, sendo eles laminar, transi\u00e7\u00e3o ou turbulento&#8230; <strong>Clique na imagem para mais informa\u00e7\u00e3o<\/strong> <\/p>\n\n\n\n<h3 class=\"wp-block-heading\">Modulo experimental de Reynolds<\/h3>\n\n\n\n<div class=\"wp-block-image\"><figure class=\"aligncenter is-resized\"><a href=\"https:\/\/wordpress.ft.unicamp.br\/hidraulica\/modulo-experimental-de-reynolds\/\" target=\"_blank\" rel=\"noreferrer noopener\"><img loading=\"lazy\" decoding=\"async\" src=\"http:\/\/wordpress.ft.unicamp.br\/hidraulica\/wp-content\/uploads\/sites\/56\/2019\/05\/Modulo-experimental-de-Reynolds.png\" alt=\"\" class=\"wp-image-151\" width=\"499\" height=\"591\" srcset=\"https:\/\/wordpress.ft.unicamp.br\/hidraulica\/wp-content\/uploads\/sites\/56\/2019\/05\/Modulo-experimental-de-Reynolds.png 558w, https:\/\/wordpress.ft.unicamp.br\/hidraulica\/wp-content\/uploads\/sites\/56\/2019\/05\/Modulo-experimental-de-Reynolds-253x300.png 253w\" sizes=\"(max-width: 499px) 100vw, 499px\" \/><\/a><\/figure><\/div>\n\n\n\n<p> O escoamento de reynolds, permite atrav\u00e9s de um numero adimensional classificar o regime em tr\u00eas tipos de escoamento, sendo eles laminar, transi\u00e7\u00e3o ou turbulento&#8230;  <strong>Clique na imagem para mais informa\u00e7\u00e3o<\/strong> <\/p>\n\n\n\n<h3 class=\"wp-block-heading\">M\u00f3dulo experimental de associa\u00e7\u00e3o de bombas<\/h3>\n\n\n\n<div class=\"wp-block-image\"><figure class=\"aligncenter is-resized\"><img loading=\"lazy\" decoding=\"async\" src=\"https:\/\/wordpress.ft.unicamp.br\/hidraulica\/wp-content\/uploads\/sites\/56\/2019\/05\/WhatsApp-Image-2016-08-04-at-20.06.46-7-1024x576.jpeg\" alt=\"\" class=\"wp-image-241\" width=\"546\" height=\"307\" srcset=\"https:\/\/wordpress.ft.unicamp.br\/hidraulica\/wp-content\/uploads\/sites\/56\/2019\/05\/WhatsApp-Image-2016-08-04-at-20.06.46-7-1024x576.jpeg 1024w, https:\/\/wordpress.ft.unicamp.br\/hidraulica\/wp-content\/uploads\/sites\/56\/2019\/05\/WhatsApp-Image-2016-08-04-at-20.06.46-7-300x169.jpeg 300w, https:\/\/wordpress.ft.unicamp.br\/hidraulica\/wp-content\/uploads\/sites\/56\/2019\/05\/WhatsApp-Image-2016-08-04-at-20.06.46-7-768x432.jpeg 768w, https:\/\/wordpress.ft.unicamp.br\/hidraulica\/wp-content\/uploads\/sites\/56\/2019\/05\/WhatsApp-Image-2016-08-04-at-20.06.46-7.jpeg 1152w\" sizes=\"(max-width: 546px) 100vw, 546px\" \/><\/figure><\/div>\n\n\n\n<p><\/p>\n","protected":false},"excerpt":{"rendered":"<p>M\u00f3dulo experimental de conduto livre O conduto \u00e9 classificado como livre, quando o fluido em movimento apresenta &#8211; se uma superf\u00edcie livre&#8230; Clique na imagem para mais informa\u00e7\u00e3o M\u00f3dulo experimental da equa\u00e7\u00e3o da continuidade Esta equa\u00e7\u00e3o demonstra a conserva\u00e7\u00e3o de massa ao longo do escoamento ou seja, a vaz\u00e3o de um ponto ao longo do [&hellip;]<\/p>\n","protected":false},"author":17,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"footnotes":""},"class_list":["post-59","page","type-page","status-publish","hentry"],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v27.2 - https:\/\/yoast.com\/product\/yoast-seo-wordpress\/ -->\n<title>Equipamentos - Laborat\u00f3rio de Hidr\u00e1ulica<\/title>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/wordpress.ft.unicamp.br\/hidraulica\/equipamentos\/\" \/>\n<meta property=\"og:locale\" content=\"pt_BR\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Equipamentos - Laborat\u00f3rio de Hidr\u00e1ulica\" \/>\n<meta property=\"og:description\" content=\"M\u00f3dulo experimental de conduto livre O conduto \u00e9 classificado como livre, quando o fluido em movimento apresenta &#8211; 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