Diseño de la red de aguas servidas en el Barrio Ciudad Perdida Cantón Guayaquil Provincia del Guayas.
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2024-03
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La fase de elaboración del presente trabajo de investigación, la comunidad del sector Barrio Ciudad Perdida no contaba con un sistema sanitario adecuado al área urbana donde se encuentra, y los habitantes optaron por construir pozos sépticos, en algunos casos realizan descargas en un canal de aguas lluvias aledaño, en la mayoría de las viviendas los pozos sépticos están ubicados en el patio. Ocasionalmente estos se desbordan y crean mal olor. El objetivo del proyecto fue el diseño de redes de alcantarillado. Se realizó un levantamiento topográfico de la zona abarcando un área de 1,67 hectáreas la cual posee ciertas pendientes, actualmente residen 423 personas. Se utilizó una hoja de cálculo excel para obtener los parámetros hidráulicos de la red de alcantarillado, dando como resultado un diámetro de red de 200 mm, el cual será utilizado para la red principal, secundaria y terciaria, velocidades máximas de 1,26 m/s.
Until the preparation phase of this research work, the community of the Neighborhood City Perdida sector did not have a sanitary system appropriate to the urban area where it is located, and the inhabitants chose to build septic tanks, while in some cases they discharged in a adjacent rainwater channel, in most homes the septic tanks are located in the patio. Occasionally these overflows and create a bad smell. The objective of the project was the design of sewer networks a topographic survey of the area was carried out, covering an area of 1.67 hectares which has certain slopes, currently 423 people live in the area. An excel spreadsheet was used to obtain the hydraulic parameters of the sewer network, resulting in a network diameter of 200 mm, which will be used for the main, secondary and tertiary network, maximum velocities of 1.26 m/ s.
Until the preparation phase of this research work, the community of the Neighborhood City Perdida sector did not have a sanitary system appropriate to the urban area where it is located, and the inhabitants chose to build septic tanks, while in some cases they discharged in a adjacent rainwater channel, in most homes the septic tanks are located in the patio. Occasionally these overflows and create a bad smell. The objective of the project was the design of sewer networks a topographic survey of the area was carried out, covering an area of 1.67 hectares which has certain slopes, currently 423 people live in the area. An excel spreadsheet was used to obtain the hydraulic parameters of the sewer network, resulting in a network diameter of 200 mm, which will be used for the main, secondary and tertiary network, maximum velocities of 1.26 m/ s.
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DISEÑO, RED, COLECTORES, AGUAS, SERVIDAS