{"id":5659,"date":"2021-07-29T12:16:22","date_gmt":"2021-07-29T15:16:22","guid":{"rendered":"https:\/\/diprotecgeo.com.br\/casos-de-obra\/?p=5659"},"modified":"2021-07-29T12:22:35","modified_gmt":"2021-07-29T15:22:35","slug":"utilizacao-de-geotextil-bidim-em-sistema-de-drenagem-subsuperficial-na-recuperacao-de-areas-agricolas-castro-pr","status":"publish","type":"post","link":"https:\/\/diprotecgeo.com.br\/casos-de-obra\/utilizacao-de-geotextil-bidim-em-sistema-de-drenagem-subsuperficial-na-recuperacao-de-areas-agricolas-castro-pr\/","title":{"rendered":"UTILIZA\u00c7\u00c3O DE GEOT\u00caXTIL BIDIM  EM SISTEMA DE DRENAGEM SUBSUPERFICIAL  NA RECUPERA\u00c7\u00c3O DE \u00c1REAS AGR\u00cdCOLAS  CASTRO PR"},"content":{"rendered":"\n<p><strong><span style=\"color:#434343\" class=\"has-inline-color\">Autor:<\/span><\/strong> Departamento T\u00e9cnico &#8211; Atividade Bidim<\/p>\n\n\n\n<h3><span style=\"color:#434343\" class=\"has-inline-color\">DADOS GERAIS<\/span><\/h3>\n\n\n\n<h4>Assunto<\/h4>\n\n\n\n<p>Utiliza\u00e7\u00e3o de geot\u00eaxtil Bidim como elemento de filtro em sistema de drenagem subsuperficial na recupera\u00e7\u00e3o de \u00e1reas agr\u00edcolas alagadas.<\/p>\n\n\n\n<p>Local<\/p>\n\n\n\n<p>Castro, PR.<\/p>\n\n\n\n<h4>Descri\u00e7\u00e3o do problema<\/h4>\n\n\n\n<p>Na regi\u00e3o de Castro (PR) existem fazendas com grandes \u00e1reas alagadas n\u00e3o agricult\u00e1veis. Os fazendeiros da regi\u00e3o normalmente executam a drenagem destas \u00e1reas atrav\u00e9s da abertura de valas a c\u00e9u aberto. Entretanto, estas valas apresentam v\u00e1rios problemas: s\u00e3o \u00e1reas n\u00e3o agricult\u00e1veis; impedem o tr\u00e1fego de equipamento de colheita (caminh\u00f5es e colheitadeiras), provocando at\u00e9 mesmo acidentes; e levam a problemas erosivos e de estabilidade de taludes.<\/p>\n\n\n\n<h4>Descri\u00e7\u00e3o da solu\u00e7\u00e3o<\/h4>\n\n\n\n<p>Execu\u00e7\u00e3o de sistema de drenagem subsuperficial, recoberto com solo org\u00e2nico. Em fun\u00e7\u00e3o do volume de \u00e1gua a ser escoado, o sistema de drenagem pode ser constitu\u00eddo por tubos perfura de pequeno di\u00e2metro (por exemplo, 110 mm) ou de maior di\u00e2metro (por exemplo, 600 mm).<\/p>\n\n\n\n<p>Os tubos de pequeno di\u00e2metro s\u00e3o previamente envoltos com geot\u00eaxtil Bidim RT-10, o qual desempenha fun\u00e7\u00e3o de filtro. Estes tubos s\u00e3o instala em valas trapezoidais, as quais s\u00e3o preenchidas com areia e seladas com solo org\u00e2nico para posterior plantio.<\/p>\n\n\n\n<p>Para tubos de grande di\u00e2metro, o geot\u00eaxtil Bidim \u00e9 instalado entre duas camadas de areia, a primeira sendo o pr\u00e9-filtro e a segunda entre o geot\u00eaxtil Bidim RT-10 e o tubo perfurado. Neste caso optou-se pela execu\u00e7\u00e3o de pr\u00e9-filtro devido ao desconhecimento da granulometria do solo local.<\/p>\n\n\n\n<h4>Vantagens da solu\u00e7\u00e3o<\/h4>\n\n\n\n<p>Custo relativamente baixo em rela\u00e7\u00e3o \u00e0 produtividade por hectare; aumento das \u00e1reas agricult\u00e1veis; elimina\u00e7\u00e3o de problemas de tr\u00e1fego e acidentes com colheitadeiras e caminh\u00f5es; elimina\u00e7\u00e3o de problemas geot\u00e9cnicos erosivos e de estabilidade de taludes.<\/p>\n\n\n\n<p>Quantidade<\/p>\n\n\n\n<p>Manta geot\u00eaxtil Bidim RT-10: 860 m\u00b2.<\/p>\n\n\n\n<p>Data de execu\u00e7\u00e3o<\/p>\n\n\n\n<p>Setembro e outubro de 2004<\/p>\n\n\n\n<p>Propriet\u00e1rio<\/p>\n\n\n\n<p>Fazenda Voraima Sr. Andersom Moreira<\/p>\n\n\n\n<p>Projetista<\/p>\n\n\n\n<p>Funda\u00e7\u00e3o ABC<\/p>\n\n\n\n<p>Construtora<\/p>\n\n\n\n<p>Vettore<\/p>\n\n\n\n<h3><span style=\"color:#434343\" class=\"has-inline-color\">DESCRI\u00c7\u00c3O DO GEOSSINT\u00c9TICO UTILIZADO<\/span><\/h3>\n\n\n\n<h4>Manta Geot\u00eaxtil Bidim RT-10<\/h4>\n\n\n\n<p>MANTA GEOT\u00caXTIL N\u00c3OTECIDO, 100% POLI\u00c9STER COM RESIST\u00caNCIA TRA\u00c7\u00c3O LONGITUDINAL M\u00cdNIMA DE 10 KN\/M E TRA\u00c7\u00c3O TRANSVERSAL M\u00cdNIMA DE 09 KN\/M<\/p>\n\n\n\n<h3><span style=\"color:#434343\" class=\"has-inline-color\">DESENHO ESQUEM\u00c1TICO<\/span><\/h3>\n\n\n\n<p>Figura 1 Se\u00e7\u00e3o transversal do sistema de drenagem subsuperficial com tubula\u00e7\u00e3o de 110 mm de di\u00e2metro.<\/p>\n\n\n\n<div class=\"wp-block-image\"><figure class=\"aligncenter size-large\"><img loading=\"lazy\" width=\"528\" height=\"294\" src=\"https:\/\/diprotecgeo.com.br\/casos-de-obra\/wp-content\/uploads\/2021\/07\/image-1853.png\" alt=\"\" class=\"wp-image-5662\" srcset=\"https:\/\/diprotecgeo.com.br\/casos-de-obra\/wp-content\/uploads\/2021\/07\/image-1853.png 528w, https:\/\/diprotecgeo.com.br\/casos-de-obra\/wp-content\/uploads\/2021\/07\/image-1853-300x167.png 300w\" sizes=\"(max-width: 528px) 100vw, 528px\" \/><\/figure><\/div>\n\n\n\n<p>Figura 2 Se\u00e7\u00e3o transversal do sistema de drenagem subsuperficial com tubula\u00e7\u00e3o de 600 mm de di\u00e2metro.<\/p>\n\n\n\n<div class=\"wp-block-image\"><figure class=\"aligncenter size-large\"><img loading=\"lazy\" width=\"528\" height=\"346\" src=\"https:\/\/diprotecgeo.com.br\/casos-de-obra\/wp-content\/uploads\/2021\/07\/image-1855.png\" alt=\"\" class=\"wp-image-5664\" srcset=\"https:\/\/diprotecgeo.com.br\/casos-de-obra\/wp-content\/uploads\/2021\/07\/image-1855.png 528w, https:\/\/diprotecgeo.com.br\/casos-de-obra\/wp-content\/uploads\/2021\/07\/image-1855-300x197.png 300w\" sizes=\"(max-width: 528px) 100vw, 528px\" \/><\/figure><\/div>\n\n\n\n<h3 class=\"has-text-align-center\"><span style=\"color:#434343\" class=\"has-inline-color\">DOCUMENTA\u00c7\u00c3O FOTOGR\u00c1FICA<\/span><\/h3>\n\n\n\n<div class=\"wp-block-image\"><figure class=\"aligncenter size-large\"><img loading=\"lazy\" width=\"401\" height=\"302\" src=\"https:\/\/diprotecgeo.com.br\/casos-de-obra\/wp-content\/uploads\/2021\/07\/image-1857.png\" alt=\"\" class=\"wp-image-5668\" srcset=\"https:\/\/diprotecgeo.com.br\/casos-de-obra\/wp-content\/uploads\/2021\/07\/image-1857.png 401w, https:\/\/diprotecgeo.com.br\/casos-de-obra\/wp-content\/uploads\/2021\/07\/image-1857-300x226.png 300w\" sizes=\"(max-width: 401px) 100vw, 401px\" \/><figcaption>Situa\u00e7\u00e3o das valas de drenagem a c\u00e9u aberto, notando-se processos erosivos nos taludes.<\/figcaption><\/figure><\/div>\n\n\n\n<div class=\"wp-block-image\"><figure class=\"aligncenter size-large\"><img loading=\"lazy\" width=\"401\" height=\"302\" src=\"https:\/\/diprotecgeo.com.br\/casos-de-obra\/wp-content\/uploads\/2021\/07\/image-1859.png\" alt=\"\" class=\"wp-image-5670\" srcset=\"https:\/\/diprotecgeo.com.br\/casos-de-obra\/wp-content\/uploads\/2021\/07\/image-1859.png 401w, https:\/\/diprotecgeo.com.br\/casos-de-obra\/wp-content\/uploads\/2021\/07\/image-1859-300x226.png 300w\" sizes=\"(max-width: 401px) 100vw, 401px\" \/><figcaption>Ruptura de taludes laterais \u00e0s valas a c\u00e9u aberto.<\/figcaption><\/figure><\/div>\n\n\n\n<div class=\"wp-block-image\"><figure class=\"aligncenter size-large\"><img loading=\"lazy\" width=\"405\" height=\"302\" src=\"https:\/\/diprotecgeo.com.br\/casos-de-obra\/wp-content\/uploads\/2021\/07\/image-1861.png\" alt=\"\" class=\"wp-image-5672\" srcset=\"https:\/\/diprotecgeo.com.br\/casos-de-obra\/wp-content\/uploads\/2021\/07\/image-1861.png 405w, https:\/\/diprotecgeo.com.br\/casos-de-obra\/wp-content\/uploads\/2021\/07\/image-1861-300x224.png 300w\" sizes=\"(max-width: 405px) 100vw, 405px\" \/><figcaption>T\u00edpica vala a c\u00e9u aberto para drenagem.<br>Estas valas dificultam o tr\u00e1fego de equipamento, al\u00e9m de serem \u00e1reas n\u00e3o agricult\u00e1veis.<\/figcaption><\/figure><\/div>\n\n\n\n<div class=\"wp-block-image\"><figure class=\"aligncenter size-large\"><img loading=\"lazy\" width=\"181\" height=\"302\" src=\"https:\/\/diprotecgeo.com.br\/casos-de-obra\/wp-content\/uploads\/2021\/07\/image-1862.png\" alt=\"\" class=\"wp-image-5673\" srcset=\"https:\/\/diprotecgeo.com.br\/casos-de-obra\/wp-content\/uploads\/2021\/07\/image-1862.png 181w, https:\/\/diprotecgeo.com.br\/casos-de-obra\/wp-content\/uploads\/2021\/07\/image-1862-180x300.png 180w\" sizes=\"(max-width: 181px) 100vw, 181px\" \/><figcaption>Solu\u00e7\u00e3o em drenagem subsuperficial com padr\u00e3o agr\u00edcola, em que o geot\u00eaxtil Bidim RT-10 envolve o tubo perfurado e a areia envolvente trabalha como elemento de pr\u00e9-filtro.<\/figcaption><\/figure><\/div>\n\n\n\n<div class=\"wp-block-image\"><figure class=\"aligncenter size-large\"><img loading=\"lazy\" width=\"434\" height=\"303\" src=\"https:\/\/diprotecgeo.com.br\/casos-de-obra\/wp-content\/uploads\/2021\/07\/image-1864.png\" alt=\"\" class=\"wp-image-5676\" srcset=\"https:\/\/diprotecgeo.com.br\/casos-de-obra\/wp-content\/uploads\/2021\/07\/image-1864.png 434w, https:\/\/diprotecgeo.com.br\/casos-de-obra\/wp-content\/uploads\/2021\/07\/image-1864-300x209.png 300w\" sizes=\"(max-width: 434px) 100vw, 434px\" \/><figcaption>Vista tubos de drenagem perfura de maior di\u00e2metro (600 mm).<\/figcaption><\/figure><\/div>\n\n\n\n<div class=\"wp-block-image\"><figure class=\"aligncenter size-large\"><img loading=\"lazy\" width=\"399\" height=\"302\" src=\"https:\/\/diprotecgeo.com.br\/casos-de-obra\/wp-content\/uploads\/2021\/07\/image-1865.png\" alt=\"\" class=\"wp-image-5679\" srcset=\"https:\/\/diprotecgeo.com.br\/casos-de-obra\/wp-content\/uploads\/2021\/07\/image-1865.png 399w, https:\/\/diprotecgeo.com.br\/casos-de-obra\/wp-content\/uploads\/2021\/07\/image-1865-300x227.png 300w\" sizes=\"(max-width: 399px) 100vw, 399px\" \/><figcaption>Corte do geot\u00eaxtil Bidim RT-10 para instala\u00e7\u00e3o nas trincheiras.<\/figcaption><\/figure><\/div>\n\n\n\n<div class=\"wp-block-image\"><figure class=\"aligncenter size-large\"><img loading=\"lazy\" width=\"401\" height=\"301\" src=\"https:\/\/diprotecgeo.com.br\/casos-de-obra\/wp-content\/uploads\/2021\/07\/image-1867.png\" alt=\"\" class=\"wp-image-5681\" srcset=\"https:\/\/diprotecgeo.com.br\/casos-de-obra\/wp-content\/uploads\/2021\/07\/image-1867.png 401w, https:\/\/diprotecgeo.com.br\/casos-de-obra\/wp-content\/uploads\/2021\/07\/image-1867-300x225.png 300w\" sizes=\"(max-width: 401px) 100vw, 401px\" \/><figcaption>Escava\u00e7\u00e3o do solo local para execu\u00e7\u00e3o das trincheiras.<\/figcaption><\/figure><\/div>\n\n\n\n<div class=\"wp-block-image\"><figure class=\"aligncenter size-large\"><img loading=\"lazy\" width=\"405\" height=\"302\" src=\"https:\/\/diprotecgeo.com.br\/casos-de-obra\/wp-content\/uploads\/2021\/07\/image-1869.png\" alt=\"\" class=\"wp-image-5683\" srcset=\"https:\/\/diprotecgeo.com.br\/casos-de-obra\/wp-content\/uploads\/2021\/07\/image-1869.png 405w, https:\/\/diprotecgeo.com.br\/casos-de-obra\/wp-content\/uploads\/2021\/07\/image-1869-300x224.png 300w\" sizes=\"(max-width: 405px) 100vw, 405px\" \/><figcaption>Vista geral da instala\u00e7\u00e3o do sistema de drenagem subsuperficial.<\/figcaption><\/figure><\/div>\n\n\n\n<div class=\"wp-block-image\"><figure class=\"aligncenter size-large\"><img loading=\"lazy\" width=\"405\" height=\"302\" src=\"https:\/\/diprotecgeo.com.br\/casos-de-obra\/wp-content\/uploads\/2021\/07\/image-1871.png\" alt=\"\" class=\"wp-image-5685\" srcset=\"https:\/\/diprotecgeo.com.br\/casos-de-obra\/wp-content\/uploads\/2021\/07\/image-1871.png 405w, https:\/\/diprotecgeo.com.br\/casos-de-obra\/wp-content\/uploads\/2021\/07\/image-1871-300x224.png 300w\" sizes=\"(max-width: 405px) 100vw, 405px\" \/><figcaption>Detalhe do sistema de drenagem. Notando-se o tubo de 600 mm envolto com geot\u00eaxtil Bidim RT-10.<\/figcaption><\/figure><\/div>\n\n\n\n<div class=\"wp-block-image\"><figure class=\"aligncenter size-large\"><img loading=\"lazy\" width=\"404\" height=\"302\" src=\"https:\/\/diprotecgeo.com.br\/casos-de-obra\/wp-content\/uploads\/2021\/07\/image-1873.png\" alt=\"\" class=\"wp-image-5688\" srcset=\"https:\/\/diprotecgeo.com.br\/casos-de-obra\/wp-content\/uploads\/2021\/07\/image-1873.png 404w, https:\/\/diprotecgeo.com.br\/casos-de-obra\/wp-content\/uploads\/2021\/07\/image-1873-300x224.png 300w\" sizes=\"(max-width: 404px) 100vw, 404px\" \/><figcaption>Execu\u00e7\u00e3o do sistema de pr\u00e9-filtro com areia sobre o geot\u00eaxtil Bidim RT-10.<\/figcaption><\/figure><\/div>\n\n\n\n<div class=\"wp-block-image\"><figure class=\"aligncenter size-large\"><img loading=\"lazy\" width=\"402\" height=\"302\" src=\"https:\/\/diprotecgeo.com.br\/casos-de-obra\/wp-content\/uploads\/2021\/07\/image-1875.png\" alt=\"\" class=\"wp-image-5690\" srcset=\"https:\/\/diprotecgeo.com.br\/casos-de-obra\/wp-content\/uploads\/2021\/07\/image-1875.png 402w, https:\/\/diprotecgeo.com.br\/casos-de-obra\/wp-content\/uploads\/2021\/07\/image-1875-300x225.png 300w\" sizes=\"(max-width: 402px) 100vw, 402px\" \/><figcaption>Vista do sistema de drenagem conclu\u00eddo, selado com solo org\u00e2nico.<\/figcaption><\/figure><\/div>\n\n\n\n<p><\/p>\n","protected":false},"excerpt":{"rendered":"<p>Autor: Departamento T\u00e9cnico &#8211; Atividade Bidim DADOS GERAIS Assunto Utiliza\u00e7\u00e3o de geot\u00eaxtil Bidim como elemento de filtro em sistema de drenagem subsuperficial na recupera\u00e7\u00e3o de \u00e1reas agr\u00edcolas alagadas. Local Castro, PR. Descri\u00e7\u00e3o do problema Na regi\u00e3o de Castro (PR) existem fazendas com grandes \u00e1reas alagadas n\u00e3o agricult\u00e1veis. Os fazendeiros da regi\u00e3o normalmente executam a drenagem [&hellip;]<\/p>\n","protected":false},"author":1,"featured_media":0,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":[],"categories":[52],"tags":[64],"_links":{"self":[{"href":"https:\/\/diprotecgeo.com.br\/casos-de-obra\/wp-json\/wp\/v2\/posts\/5659"}],"collection":[{"href":"https:\/\/diprotecgeo.com.br\/casos-de-obra\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/diprotecgeo.com.br\/casos-de-obra\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/diprotecgeo.com.br\/casos-de-obra\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/diprotecgeo.com.br\/casos-de-obra\/wp-json\/wp\/v2\/comments?post=5659"}],"version-history":[{"count":8,"href":"https:\/\/diprotecgeo.com.br\/casos-de-obra\/wp-json\/wp\/v2\/posts\/5659\/revisions"}],"predecessor-version":[{"id":5693,"href":"https:\/\/diprotecgeo.com.br\/casos-de-obra\/wp-json\/wp\/v2\/posts\/5659\/revisions\/5693"}],"wp:attachment":[{"href":"https:\/\/diprotecgeo.com.br\/casos-de-obra\/wp-json\/wp\/v2\/media?parent=5659"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/diprotecgeo.com.br\/casos-de-obra\/wp-json\/wp\/v2\/categories?post=5659"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/diprotecgeo.com.br\/casos-de-obra\/wp-json\/wp\/v2\/tags?post=5659"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}