{"id":2606,"date":"2017-01-10T09:00:39","date_gmt":"2017-01-10T11:00:39","guid":{"rendered":"https:\/\/blogs.autodesk.com\/autodesk-infrabrasil\/?p=2606"},"modified":"2017-02-16T09:45:54","modified_gmt":"2017-02-16T11:45:54","slug":"river-flood-analysis-um-substituto-ao-hec-ras","status":"publish","type":"post","link":"https:\/\/blogs.autodesk.com\/mundoaec\/river-flood-analysis-um-substituto-ao-hec-ras\/","title":{"rendered":"Seria o River and Flood Analysis um substituto ao HEC-RAS?"},"content":{"rendered":"

Bom dia pessoal, aqui quem fala \u00e9 o Colucci, e neste texto mostrarei minhas impress\u00f5es referentes ao River Flood and Analysis<\/a>, m\u00f3dulo de subscri\u00e7\u00e3o da Autodesk que tem por objetivo facilitar an\u00e1lises hidr\u00e1ulicas envolvendo escoamentos em canais abertos, e agir como se fosse o HEC-RAS instalado no Civil 3D.<\/p>\n

\"1\"<\/p>\n

Como voc\u00eas j\u00e1 sabem, sou especialista no desenvolvimento de geometrias para o HEC-RAS a partir das ferramentas do Civil 3D, e h\u00e1 muito anseio por formas mais simples de cria-las e em seguida proceder com a an\u00e1lise do escoamento no HEC-RAS.<\/p>\n

Desta forma, aguardava h\u00e1 certo tempo, a possibilidade de utilizar o River Flood and Analysis e assim verificar se ele realmente era capaz de reduzir a quantidade de tarefa necess\u00e1ria para elaborar estudos de escoamento em regime permanente, n\u00e3o permanente, an\u00e1lise de sedimentos e de qualidade d\u2019\u00e1gua.<\/p>\n

\"2\"<\/p>\n

A seguir listo alguns pontos positivos e negativos do software.<\/p>\n

River Flood and Analysis \u2013 Pontos Positivos<\/h2>\n

Tra\u00e7ado autom\u00e1tico de Se\u00e7\u00f5es no River Flood and Analysis<\/h3>\n

Dentre seus principais pontos fortes estava a cria\u00e7\u00e3o autom\u00e1tica de se\u00e7\u00e3o, que antes poderia ser feita a partir do uso da op\u00e7\u00e3o \u201cBy Range of Stations\u201d que constitui as ferramentas de cria\u00e7\u00e3o de Sample Lines, que por sua vez s\u00e3o utilizadas para representar os locais das se\u00e7\u00f5es. Neste ponto, fiquei extremamente entusiasmado pois o software cumpre com o prometido e realmente facilita esta etapa, conforme podem ver na imagem abaixo.<\/p>\n

\"3\"<\/p>\n

Ado\u00e7\u00e3o de Coeficiente de Manning no River Flood And Analysis<\/h3>\n

Outro ponto forte \u00e9 a facilidade em adotar valores para o Coeficiente de Manning para todas as se\u00e7\u00f5es, o que antes era feito a partir de tabelas no HEC-RAS, agora \u00e9 feito em uma simples janela onde o usu\u00e1rio define os valores e solicita que sejam aplicados \u00e0 todas as se\u00e7\u00f5es, ou ent\u00e3o em determinadas se\u00e7\u00f5es, como por exemplo da 101 a 156. Existem at\u00e9 um campo de acesso r\u00e1pido onde \u00e9 poss\u00edvel visualizar valores de Coeficiente de Manning para determinados locais.<\/p>\n

\"4\"<\/p>\n

Tra\u00e7ado da Mancha de Inunda\u00e7\u00e3o no River Flood and Analysis<\/h3>\n

Antes de listar os pontos negativos, vou mostra que \u00e9 poss\u00edvel tra\u00e7ar a mancha de inunda\u00e7\u00e3o com base nos resultados obtidos, o que \u00e9 um grande ponto forte deste software pois n\u00e3o exige a necessidade de utilizar softwares externos para cria\u00e7\u00e3o da mancha. Anteriormente, era necess\u00e1rio realizar um procedimento para utilizar o RAS Mapper.<\/p>\n

\"5\"<\/p>\n

River Flood and Analysis \u2013 Pontos Negativos<\/h2>\n

O principal ponto negativo do software \u00e9 o fato de ele n\u00e3o possuir todos os m\u00f3dulos de an\u00e1lise que o HEC-RAS possui, ent\u00e3o ele n\u00e3o \u00e9 exatamente o \u201cHEC-RAS no Civil 3D\u201d. Na verdade, ele oferece todas as ferramentas poss\u00edveis para a elabora\u00e7\u00e3o de um estudo em regime de escoamento permanente, n\u00e3o permitindo ainda o uso dos m\u00f3dulos para estudo de regime de escoamento n\u00e3o permanente, an\u00e1lise de sedimentos e de qualidade d\u2019\u00e1gua.<\/p>\n

Outro ponto negativo \u00e9 ainda n\u00e3o permitir o uso do m\u00f3dulo para estudos de rompimento de barragens.<\/p>\n

No que diz respeito \u00e0 precis\u00e3o do HEC-RAS para elabora\u00e7\u00e3o de simula\u00e7\u00f5es em regime de escoamento n\u00e3o permanente, o software \u00e9 perfeito!<\/p>\n

Conclus\u00e3o<\/h2>\n

Assim concluo que o River Flood and Analysis \u00e9 uma excelente solu\u00e7\u00e3o para quem deseja realizar an\u00e1lises em regime de escoamento permanente em um determinado projeto, pois este ir\u00e1 facilitar o desenvolvimento de diversas rotinas necess\u00e1rias.<\/p>\n

Caso voc\u00ea necessite dos demais m\u00f3dulos do HEC-RAS, como por exemplo, o estudo de rompimento de barragens, o software ainda se mostra eficaz no que diz respeito a elabora\u00e7\u00e3o da geometria e exporta\u00e7\u00e3o para o HEC-RAS.<\/p>\n

PS: Voc\u00ea ainda precisar\u00e1 mudar a regi\u00e3o do seu sistema para \u201cIngl\u00eas (Estados Unidos)\u201d.
\n\"rafael_colucci-275x300\"Rafael Colucci<\/strong> \u2013\u00a0Mestre em Engenharia da Energia (Universidade Federal de Itajub\u00e1), especialista em desenvolvimento de Estudos de Rompimento de Barragens, Planos de A\u00e7\u00f5es Emergenciais, e simula\u00e7\u00f5es de escoamento envolvendo o HEC-RAS. Atualmente \u00e9 professor Curso de Engenharia Civil e Diretor de P\u00f3s-Gradua\u00e7\u00e3o no Centro Universit\u00e1rio de Itajub\u00e1 (FEPI). Desenvolve cursos de softwares CAD de forma presencial h\u00e1 14 anos e online h\u00e1 4 anos. Participou no desenvolvimento de Estudos de Impactos Ambientais, projetos de monitoramento de enchentes e como consultor, auxiliando a implementar o AutoCAD Civil 3D em empresas que ainda n\u00e3o utilizavam este software.<\/p>\n","protected":false},"excerpt":{"rendered":"

Bom dia pessoal, aqui quem fala \u00e9 o Colucci, e neste texto mostrarei minhas impress\u00f5es referentes ao River Flood and Analysis<\/a>, m\u00f3dulo de subscri\u00e7\u00e3o da Autodesk que tem por objetivo facilitar an\u00e1lises hidr\u00e1ulicas envolvendo escoamentos em canais abertos, e agir como se fosse o HEC-RAS instalado no Civil 3D.<\/p>\n","protected":false},"author":2847,"featured_media":2611,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"_acf_changed":false,"inline_featured_image":false,"footnotes":""},"categories":[1678,1728,60,75],"tags":[1332,210,1690],"class_list":["post-2606","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-autocad-civil-3d","category-infraestrutura","category-modulos-de-produtividade","category-subscription","tag-autocad-civil-3d","tag-bim","tag-river-flood-analysis"],"acf":[],"yoast_head":"\nSeria o River and Flood Analysis um substituto ao HEC-RAS? 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