Estimación de curvas de caudal para el diseño de sistemas de tratamiento de aguas residuales
Keywords:
Data analysis, flow measurement, wastewater discharge, flow curves, wastewater treatment plantsAbstract
This article presents eight curves of waste water generation, 2 in commercial buildings, 2 in office buildings, 2 in residential establishments, 1 in food industry, and 1 in a university. Curves are presented in terms of percentage of the total flow in a day. They were estimated by measuring instantaneous flow every 5 minutes during 24 hours, in order to establish the difference in the wastewater flow that enters to wastewater treatment plants of each kind of wastewater generator. Values obtain were processed to produce graphics in 30 minutes range time. In every case, average flow is equivalent to 2.1% of the total flow in a day. Commercial discharges present peak flow of 2.4 to 3.6 times average flow; office buildings discharges present peak flow of 2 to 2.1 times average flow; and residential discharges presents peak flows of 1.9 to 2.2 times average flow.
Downloads
References
Berthouex, P.M; Richard Fan. Evaluation of treatment plant performance: Causes, Frequency, and duration of upsets. Journal water pollution control federation, Vol.58, No.5. Water Environment Federation, 1986.
Fresenius, W. Manual de disposición de aguas residuales: origen, descarga, tratamiento y análisis de las aguas residuales. Tomo 1.
CEPIS, Perú, 1991.
Gernaey, K.V.; C. Rosen, L Benedetti, U. Jeppsson. Phenomenological modeling of wastewater treatment plant influent disturbance scenarios. 10th International Conference of Urban Drainage, Dinamarca, 2005.
Qasim, Syed R. Wastewater Treatment Plants: planning, design and operation. CRC Press, 2 ed, 1999.
Downloads
Published
How to Cite
Issue
Section
License
This work is licensed under a Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International License.