Diseño hidráulico de una planta de tratamiento de aguas residuales para la parroquia Salinas, Imbabura
The hydraulic design of a wastewater treatment plant was carried out according to the characteristics of the water analyzed in the EMAPA-I laboratory, the sizing of a preliminary treatment consists of an approach channel and a screening system of coarse fine grids, followed by a pumping station, cap...
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| Hovedforfatter: | |
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| Format: | bachelorThesis |
| Sprog: | spa |
| Udgivet: |
2018
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| Fag: | |
| Online adgang: | http://dspace.udla.edu.ec/handle/33000/10209 |
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Tilføj Tag | Summary: | The hydraulic design of a wastewater treatment plant was carried out according to the characteristics of the water analyzed in the EMAPA-I laboratory, the sizing of a preliminary treatment consists of an approach channel and a screening system of coarse fine grids, followed by a pumping station, capable of pumping up to 25 L s towards the two equalizing tanks, from which the wastewater will be circulated to a primary clarifier of circular section, which theoretically can retain 60 percent of TSS and 37 percent BOD. Subsequently a trickling filter, whose filtering material 2H PLASDEK type KPP312 612 has a specific surface area of 232 m2 m3, will receive waste water, with the objective of degrading organic matter by means of microorganisms capable of synthesizing it. Finally, the effluent from the TF will be directed towards two circular secondary clarifiers, designed to retain the suspended material and it is estimated that the output BOD would be approximately 25 ppm. |
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