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Diseño de un prototipo de uso doméstico para la remoción de arsénico en agua potable, basado en coagulación/floculación con cloruro de hierro (III)
dc.contributor.author | Rojas-Chaves, Paola María | |
dc.date.accessioned | 2014-10-15T17:39:40Z | |
dc.date.available | 2014-10-15T17:39:40Z | |
dc.date.issued | 2014 | |
dc.identifier.uri | https://hdl.handle.net/2238/3296 | |
dc.description | Proyecto de Graduación (Licenciatura en Ingeniería Ambiental) Instituto Tecnológico de Costa Rica, Escuela de Química, 2014 | es_CR |
dc.description.abstract | In the North and in the North Pacific areas of Costa Rica, high concentrations of arsenic in drinking water have been found exceeding the guideline of 10 μg/L established by the Health Department of the country and also by the World Health Organization. Point of use systems based on coagulation/flocculation and filtration for arsenic removal was a solution for this problem. A prototype was developed using iron (III) chloride as a coagulant. Two flocculants were tested a synthetic one (cationic polymer KF-930-S) and natural one (“mozote” Triumfetta semitriloba). The optimum conditions were determined by jar tests with challenge water from the National Science Foundation and an initial arsenic concentration of 200 μg/L, these conditions were pH 6, iron (III) chloride dose of 12 mg/L and 14 mg/L for the cationic polymer and mozote, respectively, and cationic polymer dose of 1 mg/L and mozote of 250 mg/L. The time for the slow mix and settling were also determined: 1 and 20 min, respectively. A conventional treatment and a direct filtration were compared with jar tests with filters coupled; the first treatment and “mozote” as flocculant proved to be more convenient. The built prototype consists of two tanks, the first where the coagulation/flocculation/sedimentation happens and the second containing the sand filter with an effective size of 0,5 mm. The prototype provided a good performance using “mozote” as flocculant, reaching up to 99% removal, with initial concentrations of 200 μg/L, which results in a value less than 10 μg/L of arsenic in water. The efficiency of the protoype was also tested with water from the North Pacific of the area of Bagaces with an arsenic concentration of 10 μg/L, after the treatment the result was 3 μg/L of arsenic. This system is a very efficient, low cost and easy operation alternative for arsenic removal. | es_CR |
dc.language.iso | es | es_CR |
dc.publisher | Instituto Tecnológico de Costa Rica | es_CR |
dc.subject | Arsénico | es_CR |
dc.subject | Filtración | es_CR |
dc.subject | Tratamiento del agua | es_CR |
dc.subject | Sedimentación | es_CR |
dc.title | Diseño de un prototipo de uso doméstico para la remoción de arsénico en agua potable, basado en coagulación/floculación con cloruro de hierro (III) | es_CR |
dc.type | tesis de licenciatura | es_CR |