2012
DOI: 10.15446/rcdg.v21n2.32218
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Diferencias hidrológicas anuales y estacionales en regiones adyacentes: estudio de las subcuencas de los ríos Virilla y Grande de San Ramón, Costa Rica

Abstract: Se estudiaron los factores influyentes en el comportamiento mostrado por los caudales de las subcuencas de los ríos Virilla y Grande de San Ramón, en la cuenca del rio Grande de Tarcoles, Costa Rica. A partir de un análisis estadístico de los aforos de ambas subcuencas y de una prueba de correlación, se encontró que algunos aspectos geográficos (irregularidad topográfica, presencia de pasos entre las montanas, extensión de las subcuencas, uso de la tierra e influencia de distintos patrones de circulación atmos… Show more

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“…Virus decay followed a first-order decay equation ( 53), using mean decay rates determined from experiments with similar conditions to those in the Virilla River (54)(55)(56). The WWTP effluent in this study is indirectly reused at distances ranging from 1 m to 3 km from WWTP discharge; thus, decay time was defined as a uniform distribution between 0 and 1 days (57). Since the dilution factor can vary greatly over time and on June 29, 2020 at Glasgow University Library http://aem.asm.org/ Downloaded from by season, the dilution factor was defined as a uniform distribution between a conservative dilution factor (99:1) and a maximum dilution factor (50,000:1) (53).…”
Section: Quantitative Microbial Risk Assessment For Indirect Reuse Of Wastewater Treatment Plant Effluent Meeting the Somatic Coliphage Tmentioning
confidence: 99%
“…Virus decay followed a first-order decay equation ( 53), using mean decay rates determined from experiments with similar conditions to those in the Virilla River (54)(55)(56). The WWTP effluent in this study is indirectly reused at distances ranging from 1 m to 3 km from WWTP discharge; thus, decay time was defined as a uniform distribution between 0 and 1 days (57). Since the dilution factor can vary greatly over time and on June 29, 2020 at Glasgow University Library http://aem.asm.org/ Downloaded from by season, the dilution factor was defined as a uniform distribution between a conservative dilution factor (99:1) and a maximum dilution factor (50,000:1) (53).…”
Section: Quantitative Microbial Risk Assessment For Indirect Reuse Of Wastewater Treatment Plant Effluent Meeting the Somatic Coliphage Tmentioning
confidence: 99%