Foros Ingeniería Civil • PROBLEMA DE TAREA

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Foros Ingeniería Civil • PROBLEMA DE TAREA

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PROBLEMA DE TAREA

Publicado: Mié Jul 03, 2019 5:59 pm

por MARCOIQ

TENGO UN TANQUE Agitador, CONOZCO EL FLUJO DE ENTRADA EN M3/H (4000M3/H). ¿COMO SE CALCULA EL Área OPTIMA PARA DESCARGAR POR GRAVEDAD ESE MISMO FLUJO SIN DERRAMAR EL LIQUIDO?

DETALLES: EL TANQUE TIENE 2 Tuberías DE DESCARGA EN LA PARTE SUPERIOR DE 18" POR LAS QUE DESCARGAN 2000M3/HRA CADA UNA.