{"id":657,"date":"2011-12-16T08:47:19","date_gmt":"2011-12-16T08:47:19","guid":{"rendered":"https:\/\/blogs.autodesk.com\/autodesk-infrabrasil\/2011\/12\/16\/dimensionamento-de-bacias-de-detencao-e-retencao-no-ssa\/"},"modified":"2017-08-08T14:42:12","modified_gmt":"2017-08-08T17:42:12","slug":"dimensionamento-de-bacias-de-detencao-e-retencao-no-ssa","status":"publish","type":"post","link":"https:\/\/blogs.autodesk.com\/mundoaec\/dimensionamento-de-bacias-de-detencao-e-retencao-no-ssa\/","title":{"rendered":"Dimensionamento de Bacias de Deten\u00e7\u00e3o (Piscin\u00f5es) no SSA"},"content":{"rendered":"<p>O post de hoje tem por intuito ajudar no entendimento do dimensionamento de bacias de deten\u00e7\u00e3o (piscin\u00f5es) no Autodesk Storm and Sanitary Analysis (SSA). Como j\u00e1 foi citado no post anterior (<a title=\"Volume de bacias ou volume acumulado de superf\u00edcies\" href=\"http:\/\/civil3dbr.typepad.com\/blog\/2011\/11\/volume-de-bacias-ou-volume-acumulado-de-superf%C3%ADcies.html\" target=\"_blank\" rel=\"noopener\">C\u00e1lculo do Volume de Bacias<\/a>), a exist\u00eancia e dimensionamento de uma bacia de deten\u00e7\u00e3o \u00e9 de suma import\u00e2ncia, para o meio ambiente e para o sistema de drenagem.<\/p>\n<p><a href=\"http:\/\/civil3dbr.typepad.com\/.a\/6a01538e6fd9d0970b015438626a50970c-pi\"><img decoding=\"async\" class=\"asset asset-image at-xid-6a01538e6fd9d0970b015438626a50970c\" title=\"Bacia2\" src=\"http:\/\/civil3dbr.typepad.com\/.a\/6a01538e6fd9d0970b015438626a50970c-500wi\" alt=\"Bacia2\" \/><\/a><\/p>\n<p>No Autodesk Storm and Sanitary Analysis (SSA) \u00e9 poss\u00edvel realizar as an\u00e1lises necess\u00e1rias para dimensionar uma bacia de deten\u00e7\u00e3o (ou reten\u00e7\u00e3o), desde a an\u00e1lise da \u00e1rea e do volume da bacia, com a an\u00e1lise do volume de \u00e1gua retidado, determina\u00e7\u00e3o dos volumes de lan\u00e7amento e do volume de \u00e1gua que infiltra no solo, se for o caso. No SSA os resultados podem ser extra\u00eddos graficamente ou atrav\u00e9s de tabelas.<\/p>\n<p><a href=\"http:\/\/civil3dbr.typepad.com\/.a\/6a01538e6fd9d0970b01675ed859f0970b-pi\"><img decoding=\"async\" class=\"asset asset-image at-xid-6a01538e6fd9d0970b01675ed859f0970b\" title=\"Grafico_Bacia\" src=\"http:\/\/civil3dbr.typepad.com\/.a\/6a01538e6fd9d0970b01675ed859f0970b-500wi\" alt=\"Grafico_Bacia\" \/><\/a><br \/>\nO fluxo de trabalho e algumas dicas para a an\u00e1lise de bacias de deten\u00e7\u00e3o:<\/p>\n<ol>\n<li>Em Project Options, deve-se inserir os dados sobre as unidades utilizadas bem como as especifica\u00e7\u00f5es hidrol\u00f3gicas.<\/li>\n<li>A bacia \u00e9 representada por um Storage Node e os par\u00e2metros de \u00e1rea, volume e infiltra\u00e7\u00e3o da bacia devem ser definidos no Storage Node.<\/li>\n<li>\u00c9 necess\u00e1rio definir os par\u00e2metros de todas os elementos de rede que se conectam a bacia, tais como rede de chegada,\u00a0vertedouros de extravas\u00e3o, orif\u00edcios e estruturas de lan\u00e7amento.<\/li>\n<li>Em Analysis Options devem ser definidos os par\u00e2metros de an\u00e1lise, tais como, Tempo de Retorno do projeto.<\/li>\n<li>O pr\u00f3ximo passo \u00e9 gerar as an\u00e1lises e\u00a0verificar se existem transbordamentos tanto na rede quanto na bacia, para assim validar se o dimensionamento da bacia est\u00e1 OK! Se n\u00e3o estiver, todos os par\u00e2metros, tais como, \u00e1rea e volume da bacia podem ser ajustados e uma nova an\u00e1lise realizada, at\u00e9 que se obtenha o resultado desejado.<\/li>\n<\/ol>\n<p>A fim de eliminar as d\u00favidas relacionadas ao funcionamento do programa para este tipo de an\u00e1lise, disponibilizamos um tutorial sobre dimensionamento de bacias de deten\u00e7\u00e3o.<\/p>\n<p>&nbsp;<\/p>\n<p><a href=\"https:\/\/autodesk.box.com\/s\/0bh8nuanm8z7anvbcalpu3w4b2i8j5xl\" target=\"_blank\" rel=\"noopener\">Clique aqui para baixar<\/a><\/p>\n<p><strong>Obs*:<\/strong> O dimensionamento depende de diversas vari\u00e1veis hidrol\u00f3gicas e hidr\u00e1ulicas, tais como, m\u00e9todo hidrol\u00f3gico, tempo de retorno, geometria da bacia, entre outras. O tutorial disponibilizado neste post aborda apenas como \u00e9 feita a modelagem no SSA, sem entrar em detalhes de hidr\u00e1ulicos e hidrol\u00f3gicos. A defini\u00e7\u00e3o dos par\u00e2metros de projeto deve ser precedida de estudos hidrol\u00f3gicos e deve atender \u00e0s exig\u00eancias do \u00f3rg\u00e3o contratante do projeto.<\/p>\n<p>At\u00e9 a pr\u00f3xima!<\/p>\n","protected":false},"excerpt":{"rendered":"<p>O post de hoje tem por intuito ajudar no entendimento do dimensionamento de bacias de deten\u00e7\u00e3o (piscin\u00f5es) no Autodesk Storm and Sanitary Analysis (SSA). Como j\u00e1 foi citado no post anterior (<a title=\"Volume de bacias ou volume acumulado de superf\u00edcies\" href=\"http:\/\/civil3dbr.typepad.com\/blog\/2011\/11\/volume-de-bacias-ou-volume-acumulado-de-superf%C3%ADcies.html\" target=\"_blank\" rel=\"noopener\">C\u00e1lculo do Volume de Bacias<\/a>), a exist\u00eancia e dimensionamento de uma bacia de deten\u00e7\u00e3o \u00e9 de suma import\u00e2ncia,<\/p>\n","protected":false},"author":1431,"featured_media":1212,"comment_status":"open","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"_acf_changed":false,"inline_featured_image":false,"footnotes":""},"categories":[45,54],"tags":[1620,1191,594,1608,1614,624,1623,435,1611,1617,1131,978,393],"class_list":["post-657","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-apostilas","category-drenagem","tag-3d-2012","tag-apostila","tag-civil-3d","tag-detencao","tag-detention","tag-download","tag-drenagem","tag-projeto","tag-retencao","tag-retention","tag-ssa","tag-tutorial","tag-volume"],"acf":[],"yoast_head":"<!-- This site is optimized with the Yoast SEO Premium plugin v21.3 (Yoast SEO v27.3) - 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