2008
DOI: 10.1007/s11242-008-9312-y
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A Mathematical Model of Rainfall-Controlled Geothermal Fields

Abstract: A mathematical model is developed, using a hydrothermal spring concept, for those geothermal fields which are controlled by infiltrated rainfall. Two limiting regimes are identified: when rainfall infiltration is so great that isothermal conditions exist in most of the downflow regions; and when rainfall infiltration is so small that a constant geophysical temperature gradient results. In either case, the ratio of downflow to upflow areas, and the energy output per unit area, are fixed, but the typical size of… Show more

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Cited by 10 publications
(25 citation statements)
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“…The modeled systems range in area from 6 to 93 km 2 and in heat output from 44 to 833 MW (see Table 1). Most systems have outputs between 100 and 250 MW; this is consistent with a one‐dimensional, rainfall‐recharge model for geothermal systems proposed by Weir [2009], who found that, for TVZ parameters, systems of 200 MW should be favored. The average output of modeled geothermal systems is smaller than those collated by Bibby et al [1995] based on chloride flux calculations [ Ellis and Wilson , 1955].…”
Section: Numerical Modelmentioning
confidence: 99%
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“…The modeled systems range in area from 6 to 93 km 2 and in heat output from 44 to 833 MW (see Table 1). Most systems have outputs between 100 and 250 MW; this is consistent with a one‐dimensional, rainfall‐recharge model for geothermal systems proposed by Weir [2009], who found that, for TVZ parameters, systems of 200 MW should be favored. The average output of modeled geothermal systems is smaller than those collated by Bibby et al [1995] based on chloride flux calculations [ Ellis and Wilson , 1955].…”
Section: Numerical Modelmentioning
confidence: 99%
“…Unfortunately, the absence of deep drilling in the TVZ precludes any verification of this finding. The depth to which surface temperatures penetrate the crust was shown by Weir [2009] to be a function of the downward percolation velocity, v d . In the model presented here, v d has a mean of value of 1× 10 −9 ms −1 , which is similar to the infiltration rate of rainwater used in other models of the TVZ [ Kissling and Weir , 2005; Weir , 2009].…”
Section: Numerical Modelmentioning
confidence: 99%
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