Effectiveness of deep natural sand filter for finishing of a secondary treatment plant effluent

Cuando se construyó la depuradora de Lake George en 1939, se describió como una depuradora completa. Esto se debía a que el efluente tratado se vertía en lechos naturales de filtración de arena que tenían "al menos 25 pies de profundidad". En los últimos años se ha observado un aumento de...

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Autores:: Aulenbach, Donald B.
Glavin, Thomas P.
Romero Rojas, Jairo Alberto

Tipo de recurso:: Article of investigation

Fecha de publicación:: 1970

Institución:: Escuela Colombiana de Ingeniería Julio Garavito

Repositorio:: Repositorio Institucional ECI

Idioma:: eng

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dc.title.eng.fl_str_mv	Effectiveness of deep natural sand filter for finishing of a secondary treatment plant effluent
title	Effectiveness of deep natural sand filter for finishing of a secondary treatment plant effluent
spellingShingle	Effectiveness of deep natural sand filter for finishing of a secondary treatment plant effluent
title_short	Effectiveness of deep natural sand filter for finishing of a secondary treatment plant effluent
title_full	Effectiveness of deep natural sand filter for finishing of a secondary treatment plant effluent
title_fullStr	Effectiveness of deep natural sand filter for finishing of a secondary treatment plant effluent
title_full_unstemmed	Effectiveness of deep natural sand filter for finishing of a secondary treatment plant effluent
title_sort	Effectiveness of deep natural sand filter for finishing of a secondary treatment plant effluent
dc.creator.fl_str_mv	Aulenbach, Donald B. Glavin, Thomas P. Romero Rojas, Jairo Alberto
dc.contributor.author.none.fl_str_mv	Aulenbach, Donald B. Glavin, Thomas P. Romero Rojas, Jairo Alberto
dc.contributor.researchgroup.spa.fl_str_mv	Centro de Estudios Ambientales
description	Cuando se construyó la depuradora de Lake George en 1939, se describió como una depuradora completa. Esto se debía a que el efluente tratado se vertía en lechos naturales de filtración de arena que tenían "al menos 25 pies de profundidad". En los últimos años se ha observado un aumento de la concentración de nutrientes en el extremo sur del lago George, cerca de Lake George Village. El objetivo de este estudio era determinar si el efluente de la planta de tratamiento tenía algún efecto en este aumento de la concentración de nutrientes. El plan original era localizar el nivel freático cerca de la planta de tratamiento y, mediante el uso de un colorante, rastrear el flujo a través del suelo. Se descubrió que la capa freática estaba a más de 1,5 metros de profundidad y que los lechos de arena naturales también tenían más de 1,5 metros de profundidad. -Debido a la escasez de fondos para la perforación de pozos, se revisó el alcance del proyecto. El nuevo objetivo era determinar la eficacia de eliminación de los lechos de arena con respecto a los coliformes, la DBO, los cloruros y los compuestos de nitrógeno y fósforo. Se comprobó que cuando se dosificaban los lechos, dejaban de estar saturados a los 15 pies. Se comprobó que tres metros de arena eliminaban los coliformes en un 99% y la DBO en un 96%. Sin embargo, los nitratos, fosfatos y cloruros permanecieron en concentraciones significativas después de la filtración a través de 10 pies de arena.
publishDate	1970
dc.date.issued.none.fl_str_mv	1970
dc.date.accessioned.none.fl_str_mv	2024-01-17T15:55:54Z
dc.date.available.none.fl_str_mv	2024-01-17T15:55:54Z
dc.type.spa.fl_str_mv	Artículo de revista
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url	https://repositorio.escuelaing.edu.co/handle/001/2776 https://dspace.rpi.edu/handle/20.500.13015/77
dc.language.iso.spa.fl_str_mv	eng
language	eng
dc.relation.citationendpage.spa.fl_str_mv	44
dc.relation.citationissue.spa.fl_str_mv	70-3
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dc.relation.indexed.spa.fl_str_mv	N/A
dc.relation.ispartofjournal.eng.fl_str_mv	Water Pollution Control Federation
dc.relation.references.spa.fl_str_mv	Vrooman, M., "Complete Sewage Disposal for a Small Community", Water Works and Sewage, (March 1940). A.P.H.A., A.W.W.A. and W.P.C.F., Standard methods for the examination of water and wastewater, Twelfth Edition, (1965). Lee, F. G., Clesceri, N. L. and Fitzgerald, G. P., "Studies on the Analysis of Phosphates in Algal Cultures", Int. Air Wat. Poll., 2., 715 (1965). Calaway, W. T., Carroll, W. R., and Long, S. K., "Heterotrophic Bacteria Encountered in Intermittent Sand Filtration of Sewage", Sew,age and Ind. Wastes, 24, 5, 642 (May 1952). Sawyer, C. N. and McCarty, P. L., Chemistry for sanitary engineers, McGraw-Hill Book Co., Inc., New York (1967). "Wastewater Reclamation at Whittier Narrowa", Publication No. 33, California Water Quality Control Board (1966). Furman, T. S., Calaway, W. T., and Grantham, "Intermittend Sand Filters - Multiple Loadings", Sewage and Ind. Wastes, 22., 3, 261 (March 1955). Pennypacker, S.' P., Sopper, W; E. and Kardos, L. T., "Renovation of Wastewater Effluent by Irrigation of Forest Land", WPCFJ, 39, 2, 285 (February 1967). "Field Investigation of Waste Water Reclamation in Relation to Ground Water Pollution", Pub. No.6, State Water Pollution Control Board, Sacramento, California (1953). McElroy, W. D. and Glass, B., "A Symposium on Inorganic Nitrogen Metabolism", Institute of the Johns Hopkins University, The John s Hopkins Press, Baltimore (1956). Preul, H. C., "Underground movement of nitrogen", WPCFJ, 38, 3, 335 (March 1966). Greenberg, A. E. and Thomas, J. F., "Sewage effluent reclamation for industrial and agricultural use", Sewage and Industrial Wastes, 26, 6, 761 (June 1954). Bailey, G. W., "Role of Soils and Sediment in Water Pollution Control", U. S. Department of the Interior, Federal Water Pollution Control Administration, Southast Water Laboratory, March 1968. Preul, H. C., "Contaminants in Groundwaters Near Waste Stabilization Ponds", WPCFJ, 40, 4, 659 (April 1968). New York State Health Department, "Standards for waste treatment works".
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dc.format.extent.spa.fl_str_mv	44 páginas
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dc.publisher.place.spa.fl_str_mv	New York
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institution	Escuela Colombiana de Ingeniería Julio Garavito
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spelling	Aulenbach, Donald B.ca7a865c0a3214a9588613969d3375e6600Glavin, Thomas P.ccf02967c74e3578b658fc3d97964b78600Romero Rojas, Jairo Albertod8c1a0412276499e8e869b964b463358600Centro de Estudios Ambientales2024-01-17T15:55:54Z2024-01-17T15:55:54Z1970https://repositorio.escuelaing.edu.co/handle/001/2776https://dspace.rpi.edu/handle/20.500.13015/77Cuando se construyó la depuradora de Lake George en 1939, se describió como una depuradora completa. Esto se debía a que el efluente tratado se vertía en lechos naturales de filtración de arena que tenían "al menos 25 pies de profundidad". En los últimos años se ha observado un aumento de la concentración de nutrientes en el extremo sur del lago George, cerca de Lake George Village. El objetivo de este estudio era determinar si el efluente de la planta de tratamiento tenía algún efecto en este aumento de la concentración de nutrientes. El plan original era localizar el nivel freático cerca de la planta de tratamiento y, mediante el uso de un colorante, rastrear el flujo a través del suelo. Se descubrió que la capa freática estaba a más de 1,5 metros de profundidad y que los lechos de arena naturales también tenían más de 1,5 metros de profundidad. -Debido a la escasez de fondos para la perforación de pozos, se revisó el alcance del proyecto. El nuevo objetivo era determinar la eficacia de eliminación de los lechos de arena con respecto a los coliformes, la DBO, los cloruros y los compuestos de nitrógeno y fósforo. Se comprobó que cuando se dosificaban los lechos, dejaban de estar saturados a los 15 pies. Se comprobó que tres metros de arena eliminaban los coliformes en un 99% y la DBO en un 96%. Sin embargo, los nitratos, fosfatos y cloruros permanecieron en concentraciones significativas después de la filtración a través de 10 pies de arena.When the Lake George Sewage Treatment Plant was constructed in 1939 it was described as a complete treatment plant. This was because the treated effluent was discharged onto natural sand seepage beds which were "at least 25 feet deep". In recent years, an increase in nutrient concentration has been noted at the south end of Lake George near Lake George Village. The object of this study was to determine if the treatment plant effluent had any effect on this increased nutrient concentration. The original plan was to locate the ground-water table near the treatment plant and by use of a dye. trace the flow through the ground. It was found that te ground-water table was deeper than 56 feet and the natural sand beds were also greater than 56 feet in depth. ·Due to limited funds for well drilling exploration,the project scope was revised. The new objective was to determine the removal efficiency of the sand beds with respect to coliforms, BOD, chlorides, and the nitrogen and phosphorus compounds. It was found that when beds were dosed, they were no longer saturated at 15 feet. Ten feet of sand was found to remove coliforms by 99% and BOD by 96%. However, nitrates, phosphates, and chlorides remained in significant concentrations after filtration through 10 feet of sand.44 páginasapplication/pdfenghttps://creativecommons.org/licenses/by-nc-sa/4.0/info:eu-repo/semantics/openAccessAtribución-NoComercial-CompartirIgual 4.0 Internacional (CC BY-NC-SA 4.0)http://purl.org/coar/access_right/c_abf2https://dspace.rpi.edu/handle/20.500.13015/77Effectiveness of deep natural sand filter for finishing of a secondary treatment plant effluentArtículo de revistainfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_2df8fbb1Textinfo:eu-repo/semantics/articlehttp://purl.org/redcol/resource_type/ARThttp://purl.org/coar/version/c_970fb48d4fbd8a85New York4470-31N/AWater Pollution Control FederationVrooman, M., "Complete Sewage Disposal for a Small Community", Water Works and Sewage, (March 1940).A.P.H.A., A.W.W.A. and W.P.C.F., Standard methods for the examination of water and wastewater, Twelfth Edition, (1965).Lee, F. G., Clesceri, N. L. and Fitzgerald, G. P., "Studies on the Analysis of Phosphates in Algal Cultures", Int. Air Wat. Poll., 2., 715 (1965).Calaway, W. T., Carroll, W. R., and Long, S. K., "Heterotrophic Bacteria Encountered in Intermittent Sand Filtration of Sewage", Sew,age and Ind. Wastes, 24, 5, 642 (May 1952).Sawyer, C. N. and McCarty, P. L., Chemistry for sanitary engineers, McGraw-Hill Book Co., Inc., New York (1967)."Wastewater Reclamation at Whittier Narrowa", Publication No. 33, California Water Quality Control Board (1966).Furman, T. S., Calaway, W. T., and Grantham, "Intermittend Sand Filters - Multiple Loadings", Sewage and Ind. Wastes, 22., 3, 261 (March 1955).Pennypacker, S.' P., Sopper, W; E. and Kardos, L. T., "Renovation of Wastewater Effluent by Irrigation of Forest Land", WPCFJ, 39, 2, 285 (February 1967)."Field Investigation of Waste Water Reclamation in Relation to Ground Water Pollution", Pub. No.6, State Water Pollution Control Board, Sacramento, California (1953).McElroy, W. D. and Glass, B., "A Symposium on Inorganic Nitrogen Metabolism", Institute of the Johns Hopkins University, The John s Hopkins Press, Baltimore (1956).Preul, H. C., "Underground movement of nitrogen", WPCFJ, 38, 3, 335 (March 1966).Greenberg, A. E. and Thomas, J. F., "Sewage effluent reclamation for industrial and agricultural use", Sewage and Industrial Wastes, 26, 6, 761 (June 1954).Bailey, G. W., "Role of Soils and Sediment in Water Pollution Control", U. S. Department of the Interior, Federal Water Pollution Control Administration, Southast Water Laboratory, March 1968.Preul, H. C., "Contaminants in Groundwaters Near Waste Stabilization Ponds", WPCFJ, 40, 4, 659 (April 1968).New York State Health Department, "Standards for waste treatment works".TEXTEffectiveness of Deep Natural Sand Filter for Finishing of a Secondary Treatment Plant Effluent.pdf.txtEffectiveness of Deep Natural Sand Filter for Finishing of a Secondary Treatment Plant Effluent.pdf.txtExtracted texttext/plain39999https://repositorio.escuelaing.edu.co/bitstream/001/2776/4/Effectiveness%20of%20Deep%20Natural%20Sand%20Filter%20for%20Finishing%20of%20a%20Secondary%20Treatment%20Plant%20Effluent.pdf.txt0841d6035e63bd659cb38f72b07f7a1eMD54open accessTHUMBNAILEffectiveness of a deep natural sand filter for finishing of a secondary treatment plant effluent - Portada.pngEffectiveness of a deep natural sand filter for finishing of a secondary treatment plant effluent - Portada.pngimage/png65575https://repositorio.escuelaing.edu.co/bitstream/001/2776/3/Effectiveness%20of%20a%20deep%20natural%20sand%20filter%20for%20finishing%20of%20a%20secondary%20treatment%20plant%20effluent%20-%20Portada.png10d1b3b6d9847cbf57963a9c36c47ae5MD53open accessEffectiveness of Deep Natural Sand Filter for Finishing of a Secondary Treatment Plant Effluent.pdf.jpgEffectiveness of Deep Natural Sand Filter for Finishing of a Secondary Treatment Plant Effluent.pdf.jpgGenerated Thumbnailimage/jpeg3666https://repositorio.escuelaing.edu.co/bitstream/001/2776/5/Effectiveness%20of%20Deep%20Natural%20Sand%20Filter%20for%20Finishing%20of%20a%20Secondary%20Treatment%20Plant%20Effluent.pdf.jpgf255609802ac9ac6bcbeac188655bc26MD55open accessLICENSElicense.txtlicense.txttext/plain; charset=utf-81881https://repositorio.escuelaing.edu.co/bitstream/001/2776/2/license.txt5a7ca94c2e5326ee169f979d71d0f06eMD52open accessORIGINALEffectiveness of Deep Natural Sand Filter for Finishing of a Secondary Treatment Plant Effluent.pdfEffectiveness of Deep Natural Sand Filter for Finishing of a Secondary Treatment Plant Effluent.pdfArtículo de revistaapplication/pdf946579https://repositorio.escuelaing.edu.co/bitstream/001/2776/1/Effectiveness%20of%20Deep%20Natural%20Sand%20Filter%20for%20Finishing%20of%20a%20Secondary%20Treatment%20Plant%20Effluent.pdf93bbcf85c306906ffffb64c7d5218291MD51open access001/2776oai:repositorio.escuelaing.edu.co:001/27762024-03-04 16:19:38.576open accessRepositorio Escuela Colombiana de Ingeniería Julio Garavitorepositorio.eci@escuelaing.edu.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

Effectiveness of deep natural sand filter for finishing of a secondary treatment plant effluent

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