Redes De Distribución De Agua Potable: UNET – Ing. Ambiental – SAAP Prof.: Ing. Martín Moros

REDES DE DISTRIBUCIÓN DE  AG  A GUA POTABLE UNET – Ing. Ambiental  – SAAP Prof.: Ing. Martín Moros

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Breve reseña histórica •

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•

Las primeras civilizaciones transportaban el agua en canales abiertos (práctica muy antigua) El primer sistema de transporte de agua en el que se usaron conductos de sección circular cerrados data de 1.500 a.C. en la isla de Creta Primeras leyes de la mecánica de fluidos: Arquímedes (250 a.C.) Acueducto Romano (100 d.C.): agua transportada desde

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Breve reseña histórica (2) •

Bases de la hidráulica:

Pitot (1.732): medición de la velocidad del flujo Bernoulli (1.738): principio de las leyes de la energía en los sistemas Hidráulicos Euler (1.752): desarrollo de la ecuación de energía • • •

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•

•

Primer acueducto en EE.UU. (1.754): Pennsylvania Pennsylvania St. Venant (1.843): ecuación de la Bases de la modelación •

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Breve reseña histórica (3) Segunda mitad del siglo XX: desarrollo de los primeros computadores Años 60´s y 70´s: primeros modelos digitales para el desarrollo de redes de tuberías Surgen muchos métodos de análisis de redes numéricamente complejos pero de relativa facilidad en su solución gracias a los computadores E. Todini y S. Pilati (1.988): método del gradiente En la actualidad: numerosos programas comerciales para •

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•

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Red de Distribución Conjunto de tuberías cuya función es suministrar el agua potable a los consumidores consumidores de la localidad en condiciones de calidad y calidad aceptables

Tanque de Almacenamiento

Línea matriz

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Tipos de tuberías •

Red principal (matriz): DN ≥ 12” (30 cm). Distribuye el

agua en las diferentes diferentes zonas de la población. Garantiza caudales y presiones según norma exigida. NO DEBEN REALIZARSE CONEXIONES DOMICILIARIAS DESDE LA RED MATRIZ. •

Red secundaria: DN < 12” pero ≥ 4” (10 cm). Se abastece

de la tubería principal y alimentan a las redes terciarias (menores). No debe realizarse realizarse ninguna conexión domiciliaria salvo grandes consumidores [DN > 3” (7,5

cm)]

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Materiales de las redes •

•

Acero Concreto

DN en función de la casa comercial.

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Trazado de redes •

Características topográficas de la población actual y futura: futura:

perímetro urbano, calles con infraestructura infraestructura vial, áreas de

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Trazado de redes (2) Tubería matriz: •

Generalmente longitudinales o abiertas Cerradas (enmalladas) en sistemas de gran tamaño. El El

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Trazado de redes (3) Tubería secundaria. La delimitación de circuitos

cerrados en redes secundarias debe obedecer a cualquiera de los siguientes cuatro criterios:

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Configuración hidráulica •

Redes abiertas: para zonas rurales (< 30 hab/Ha)

•

Redes cerradas: mejor distribución de caudales, presiones,

velocidades menores, mayor flexibilidad de operación y mantenimiento

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Configuración hidráulica (2)

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Configuración hidráulica (3)

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Zonas de presión

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Zonas de presión (2)

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Sectorización de redes

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