{"id":29111,"date":"2017-08-11T00:11:59","date_gmt":"2017-08-11T00:11:59","guid":{"rendered":"http:\/\/www.miamibeachfl.gov\/city-hall\/public-works\/table-of-contents-details\/section-6-c-flushing-testing-and-disinfection\/"},"modified":"2018-01-26T15:35:59","modified_gmt":"2018-01-26T20:35:59","slug":"section-6-c-flushing-testing-and-disinfection","status":"publish","type":"page","link":"https:\/\/www.miamibeachfl.gov\/pt\/city-hall\/public-works\/engineering-division\/section-6-c-flushing-testing-and-disinfection\/","title":{"rendered":"Se\u00e7\u00e3o 6 C. Teste de descarga e desinfec\u00e7\u00e3o"},"content":{"rendered":"<\/p>\n

SE\u00c7\u00c3O 6 DISTRIBUI\u00c7\u00c3O DE \u00c1GUA<\/p>\n

C. TESTE DE DESINFE\u00c7\u00c3O E DESINFE\u00c7\u00c3O<\/strong><\/p>\n

\u00a0\u00a0\u00a0\u00a0<\/p>\n

A. Ap\u00f3s a conclus\u00e3o da instala\u00e7\u00e3o, a tubula\u00e7\u00e3o principal de \u00e1gua dever\u00e1 ser completamente descarregada por meio de um tubo ascendente. A \u00e1gua dever\u00e1 ser descartada de forma adequada para n\u00e3o causar problemas de inunda\u00e7\u00e3o. Toda a \u00e1gua utilizada dever\u00e1 ser medida por meio de um medidor de constru\u00e7\u00e3o fornecido pela Prefeitura. O empreiteiro poder\u00e1 obter o medidor mediante solicita\u00e7\u00e3o adequada e pagamento da taxa exigida no Departamento de Obras P\u00fablicas da Prefeitura.<\/p>\n

B. Todo o sistema de \u00e1gua dever\u00e1 ser testado sob press\u00e3o e desinfetado. O teste de press\u00e3o dever\u00e1 ser realizado por duas horas, a uma press\u00e3o m\u00ednima de 120 psi, de acordo com a norma ANSI\/AWWA C600-93, revis\u00e3o mais recente. N\u00e3o dever\u00e1 haver queda superior a 5 psi durante todo o teste. A aprova\u00e7\u00e3o final ser\u00e1 baseada nos resultados do teste de vazamento. O vazamento m\u00e1ximo permitido dever\u00e1 ser determinado pela seguinte f\u00f3rmula:<\/p>\n

\u00a0\u00a0F\u00f3rmula AWWA: L = SD \u221a P<\/p>\n

\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 133200<\/p>\n

\u00a0\u00a0Onde: D = Di\u00e2metro do tubo em polegadas<\/p>\n

\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 S = Comprimento das linhas em p\u00e9s lineares<\/p>\n

\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 P = Press\u00e3o m\u00e9dia do teste<\/p>\n

\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 L = Vazamento permitido para o sistema em gal\u00f5es por hora<\/p>\n

\u00a0O teste de press\u00e3o dever\u00e1 ser testemunhado por um representante do Departamento de Obras P\u00fablicas da Cidade de Miami Beach e pelo Engenheiro Registrado ou seu representante.<\/p>\n

C. Desinfec\u00e7\u00e3o:<\/p>\n

1. O Departamento de Obras P\u00fablicas da Cidade de Miami Beach e o Departamento de Sa\u00fade do Condado de Miami-Dade devem ser notificados com anteced\u00eancia. Pontos de coleta de amostras bacteriol\u00f3gicas dever\u00e3o ser instalados no local indicado nas plantas ou conforme orienta\u00e7\u00e3o do Departamento de Sa\u00fade, e pagos pela contratada.<\/p>\n

2. Todas as tubula\u00e7\u00f5es devem ser desinfetadas ap\u00f3s serem testadas sob press\u00e3o e enquanto ainda estiverem cheias de \u00e1gua, conforme especificado na norma AWWA C601, \u00faltima revis\u00e3o, e nos procedimentos do Departamento de Sa\u00fade do Condado de Miami-Dade.<\/p>\n

3. Um clorador adequado dever\u00e1 ser utilizado para injetar cloro nas tubula\u00e7\u00f5es. Todas as conex\u00f5es necess\u00e1rias para a introdu\u00e7\u00e3o de cloro nas tubula\u00e7\u00f5es de \u00e1gua dever\u00e3o ser feitas pela Contratada. O cloro e a \u00e1gua dever\u00e3o ser introduzidos em uma extremidade e fluir lentamente pelas tubula\u00e7\u00f5es at\u00e9 a outra extremidade, onde ser\u00e3o removidos e descartados \u00e0s custas da Contratada. Diversos pontos de introdu\u00e7\u00e3o e remo\u00e7\u00e3o da solu\u00e7\u00e3o de cloro poder\u00e3o ser utilizados para obter uma distribui\u00e7\u00e3o uniforme por toda a se\u00e7\u00e3o a ser desinfetada.<\/p>\n

4. A quantidade de cloro introduzida deve ser tal que garanta uma concentra\u00e7\u00e3o de pelo menos 50 partes por milh\u00e3o na \u00e1gua que flui da linha.<\/p>\n

5. A solu\u00e7\u00e3o de cloro deve permanecer na linha por pelo menos 24 horas ou mais, se necess\u00e1rio, para destruir todas as bact\u00e9rias nocivas. Ao final do tempo necess\u00e1rio, a concentra\u00e7\u00e3o de cloro em todas as partes da se\u00e7\u00e3o deve ser de pelo menos 25 ppm.<\/p>\n

6. Todas as v\u00e1lvulas e acess\u00f3rios da se\u00e7\u00e3o devem ser acionados pelo menos uma vez durante o per\u00edodo acima. Ap\u00f3s o per\u00edodo necess\u00e1rio, a \u00e1gua tratada deve ser completamente lavada da se\u00e7\u00e3o e o sistema abastecido com \u00e1gua pot\u00e1vel.<\/p>\n

7. O Contratado ser\u00e1 respons\u00e1vel pela coordena\u00e7\u00e3o com o Departamento de Sa\u00fade do Condado de Miami-Dade, que coletar\u00e1 e testar\u00e1 amostras da tubula\u00e7\u00e3o principal. O Contratado prestar\u00e1 assist\u00eancia ao Departamento de Sa\u00fade na coleta de amostras. As amostras ser\u00e3o coletadas de cada tubula\u00e7\u00e3o principal ou se\u00e7\u00e3o da tubula\u00e7\u00e3o principal a ser colocada em servi\u00e7o, conforme designado pelo Departamento de Sa\u00fade. As amostras devem ser aprovadas pelo Departamento de Sa\u00fade antes da entrada em servi\u00e7o da tubula\u00e7\u00e3o principal.<\/p>\n

8. O Contratado ser\u00e1 respons\u00e1vel por qualquer reclora\u00e7\u00e3o, novos testes e taxas que possam ser necess\u00e1rias at\u00e9 que a aprova\u00e7\u00e3o do Departamento de Sa\u00fade seja obtida. O Contratado ser\u00e1 respons\u00e1vel pelo descarte de toda a \u00e1gua descarregada do sistema e proteger\u00e1 todas as propriedades adjacentes contra danos causados por inunda\u00e7\u00f5es. O Contratado dever\u00e1 exercer o devido cuidado na prote\u00e7\u00e3o de propriedades privadas contra danos causados pela \u00e1gua devido \u00e0s suas opera\u00e7\u00f5es. Al\u00e9m disso, o Contratado assumir\u00e1 total responsabilidade por quaisquer danos causados direta ou indiretamente por suas opera\u00e7\u00f5es.<\/p>\n

9. Todas as conex\u00f5es dever\u00e3o ser desinfetadas pelo contratante.<\/p>\n

\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 10. O interior de cada tubo e conex\u00e3o instalados pela Contratada para conex\u00e3o \u00e0 rede el\u00e9trica existente, isolados da rede por v\u00e1lvulas, dever\u00e1 ser limpo com hipoclorito de c\u00e1lcio, HTH, Perchloron ou equivalente aprovado, misturado em solu\u00e7\u00e3o com \u00e1gua. A quantidade de hipoclorito estar\u00e1, em todos os casos, sujeita \u00e0 aprova\u00e7\u00e3o do Departamento de Obras P\u00fablicas da Cidade de Miami Beach, Divis\u00e3o de Opera\u00e7\u00f5es, cujo representante estar\u00e1 presente em todos os momentos durante esta fase da obra.<\/p>\n

\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 11. Sempre que poss\u00edvel, a \u00e1gua da rede existente que flui atrav\u00e9s das conex\u00f5es desinfetadas deve ser utilizada na desinfec\u00e7\u00e3o da tubula\u00e7\u00e3o principal, a fim de que o hipoclorito seja removido o m\u00e1ximo poss\u00edvel. Em outros casos, a \u00e1gua das conex\u00f5es desinfetadas deve ser removida, permitindo-se que ela flua para a tubula\u00e7\u00e3o principal enquanto \u00e9 drenada.<\/p>\n

\u00a012. Nenhum cano dever\u00e1 ser colocado em servi\u00e7o at\u00e9 que seja aprovado pela Divis\u00e3o de Engenharia da Cidade de Miami Beach e certificado pelo Departamento de Sa\u00fade, incluindo desenhos de constru\u00e7\u00e3o certificados e aceitos pela Cidade.<\/p>","protected":false},"excerpt":{"rendered":"

SECTION 6 WATER DISTRIBUTION C. FLUSHING TESTING AND DISINFECTION \u00a0\u00a0\u00a0\u00a0 A.\u00a0Upon completion of the installation, the water main shall be […]<\/p>\n","protected":false},"author":222,"featured_media":0,"parent":28940,"menu_order":183,"comment_status":"closed","ping_status":"closed","template":"","meta":{"_searchwp_excluded":"","site-sidebar-layout":"default","site-content-layout":"","ast-site-content-layout":"default","site-content-style":"default","site-sidebar-style":"default","ast-global-header-display":"","ast-banner-title-visibility":"","ast-main-header-display":"","ast-hfb-above-header-display":"","ast-hfb-below-header-display":"","ast-hfb-mobile-header-display":"","site-post-title":"","ast-breadcrumbs-content":"","ast-featured-img":"","footer-sml-layout":"","ast-disable-related-posts":"","theme-transparent-header-meta":"","adv-header-id-meta":"","stick-header-meta":"","header-above-stick-meta":"","header-main-stick-meta":"","header-below-stick-meta":"","astra-migrate-meta-layouts":"default","ast-page-background-enabled":"default","ast-page-background-meta":{"desktop":{"background-color":"var(--ast-global-color-5)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"tablet":{"background-color":"","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"mobile":{"background-color":"","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""}},"ast-content-background-meta":{"desktop":{"background-color":"var(--ast-global-color-4)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"tablet":{"background-color":"var(--ast-global-color-4)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"mobile":{"background-color":"var(--ast-global-color-4)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""}},"footnotes":""},"categories":[],"tags":[],"class_list":["post-29111","page","type-page","status-publish","hentry"],"yoast_head":"\nSection 6 C. Flushing Testing And Disinfection - City of Miami Beach<\/title>\n<meta name=\"description\" content=\"%\" \/>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/www.miamibeachfl.gov\/pt\/city-hall\/public-works\/engineering-division\/section-6-c-flushing-testing-and-disinfection\/\" \/>\n<meta property=\"og:locale\" content=\"pt_BR\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Section 6 C. 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