2016
DOI: 10.1016/j.jhydrol.2016.06.035
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Simple solutions for steady–state diffuse recharge evaluation in sloping homogeneous unconfined aquifers by means of atmospheric tracers

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Cited by 22 publications
(14 citation statements)
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“…Water mixing is not produced inside the system but in the outflow, as in a spring discharging the full aquifer thickness or by pumping a fully penetrating, long-screened well. It can be easily demonstrated that the results from an exponential flow model coincide with those of a well-mixed reservoir when the saturated thickness is constant (Custodio and Jódar, 2016).…”
Section: Timing Of Aquifer Recharge: General Considerationsmentioning
confidence: 79%
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“…Water mixing is not produced inside the system but in the outflow, as in a spring discharging the full aquifer thickness or by pumping a fully penetrating, long-screened well. It can be easily demonstrated that the results from an exponential flow model coincide with those of a well-mixed reservoir when the saturated thickness is constant (Custodio and Jódar, 2016).…”
Section: Timing Of Aquifer Recharge: General Considerationsmentioning
confidence: 79%
“…For a well-mixed (exponential) reservoir containing a water depth H and receiving a spatially and temporally uniform recharge R with CR radioactive tracer concentration, the concentration of the outflow C, for a decay constant λ, can be deduced from a simple balance. The well-known result (see Custodio and Jódar, 2016 for explanation and references) is…”
Section: Timing Of Aquifer Recharge: General Considerationsmentioning
confidence: 93%
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“…Los valores obtenidos de los puntos de control que extraen del acuífero en los materiales terciarios en la Plana de la Galera es de δ 18 O = -6.5‰ a -7.5‰. Con base en estos resultados se establece la hipótesis de mezcla de agua subterránea de varias procedencias, asimilando el sistema a un modelo de recarga en ladera (Custodio 2010(Custodio , 2013 en el cual se produce recarga sobre la Plana de la Galera (R2) y también recarga (R1) en los Ports (Figura 5) que es transferida lateralmente a la Plana, en parte directamente y en parte a través de los materiales de piedemonte, donde se mezcla con la recarga R2.…”
Section: Funcionamiento Hidrodinámico Del Sistemaunclassified
“…Figura 7 | Esquema del modelo de mezcla de aguas subterráneas de distinto origen (Custodio, 2009;Custodio 2013) y formulación para la obtención de la recarga media anual suponiendo un flujo paralelo. C(x i ) = la concentración de ión cloruro en función de la distancia a la divisoria de aguas superficiales, x i : distancia desde la divisoria de aguas superficiales al punto de medición del cloruro de agua subterránea, D 1 y D 2 = deposición atmosférica de ión cloruro media para los Ports y para la Plana respectivamente, µ = distancia a la cual se encuentra el límite del sistema montañoso con el llano, R 1 = recarga media anual calculada con el balance de la deposición atmosférica de ión cloruro para los Ports y R 2 = recarga media anual para la Plana.…”
Section: Sub-zona Superficieunclassified