| dc.creator | Siguí Gil, Norman Leonel | |
| dc.date | 2014-11-30 | |
| dc.date.accessioned | 2023-08-07T20:50:57Z | |
| dc.date.available | 2023-08-07T20:50:57Z | |
| dc.identifier | https://revistas.usac.edu.gt/index.php/asa/article/view/1451 | |
| dc.identifier | 10.36829/08ASA.v9i1.1451 | |
| dc.identifier.uri | https://repositorioslatinoamericanos.uchile.cl/handle/2250/7942841 | |
| dc.description | An intermittent filter with grave of 1/8” of diameter was built as secondary treatment located after an anaerobic biodigester. The primary effluent is divided by a flow divisor and goes to the filter by a hydraulic flow dispenser that functions by gravity. The treatment unit requires little maintenance and operation tasks and presents an average removal of BOD5 equal to 63%, of COD equal to 66% and suspended solids equal to 45%. The effluent quality does not reach the efficiency obtained by recirculating filters. | en-US |
| dc.description | Se construyó un filtro intermitente de grava de 6mm de diámetro para tratamiento secundario a la salida de un biodigestor anaerobio. El efluente primario se fracciona con un divisor de caudal y pasa hacia el filtro por medio de un dosificador de caudal que funciona completamente por gravedad. La unidad requiere pocas labores de operación y mantenimiento, y presenta una remoción media de DBO5 igual a 63%, de DQO igual a 66% y de SST igual a 45%. La calidad del efluente no alcanza la eficiencia dada por filtros con recirculación. | es-ES |
| dc.format | application/pdf | |
| dc.language | spa | |
| dc.publisher | Universidad de San Carlos de Guatemala | es-ES |
| dc.relation | https://revistas.usac.edu.gt/index.php/asa/article/view/1451/920 | |
| dc.rights | https://creativecommons.org/licenses/by-nc-sa/4.0 | es-ES |
| dc.source | Agua, Saneamiento & Ambiente; Vol. 9 No. 1 (2014); 06-10 | en-US |
| dc.source | Agua, Saneamiento & Ambiente; Vol. 9 Núm. 1 (2014); 06-10 | es-ES |
| dc.source | 2224-9958 | |
| dc.source | 2222-2499 | |
| dc.subject | filtros aeróbicos | es-ES |
| dc.subject | tratamiento secundario | es-ES |
| dc.subject | sólidos suspendidos | es-ES |
| dc.subject | demanda bioquímica de oxígeno | es-ES |
| dc.subject | efluentes domésticos | es-ES |
| dc.subject | aerobics filters | en-US |
| dc.subject | secondary treatment | en-US |
| dc.subject | suspended solids | en-US |
| dc.subject | biochemical oxygen demand | en-US |
| dc.subject | domestic effluents | en-US |
| dc.title | DISEÑO HIDRÁULICO DE UN FILTRO INTERMITENTE DE GRAVA SIN RECIRCULACIÓN | es-ES |
| dc.type | info:eu-repo/semantics/article | |
| dc.type | info:eu-repo/semantics/publishedVersion | |
| dc.type | Peer-evaluated manuscript. | en-US |
| dc.type | Manuscrito evaluado por pares. | es-ES |
