Volcano Deformation 2007
DOI: 10.1007/978-3-540-49302-0_8
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Analytical volcano deformation source models

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Cited by 79 publications
(109 citation statements)
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“…͑See the "Numerical modeling" section.͒ The limited geodetic and gravity measurements available for most volcanoes might not provide the resolution needed to discriminate clearly between simple analytical models and more-complex numerical models for sources of volcano unrest. ͑See also De Natale and Pingue, 1996;Dvorak and Dzurisin, 1997;Dzurisin, 2003;Gudmundsson, 2006;and Lisowsky, 2006.͒ Further complication arises if mass movement at depth does not cause ground deformation, such as with saturation of a permeable medium. There are cases of significant residual gravity changes without significant ground deformation and vice versa ͑Rymer et al, 1993; Carbone et al, 2003a͒, as well as of nonlinear relationships between gravity and deformation over a survey area ͑Gottsmann et al, 2006a, 2006b͒.…”
Section: Analytical Modelingmentioning
confidence: 99%
“…͑See the "Numerical modeling" section.͒ The limited geodetic and gravity measurements available for most volcanoes might not provide the resolution needed to discriminate clearly between simple analytical models and more-complex numerical models for sources of volcano unrest. ͑See also De Natale and Pingue, 1996;Dvorak and Dzurisin, 1997;Dzurisin, 2003;Gudmundsson, 2006;and Lisowsky, 2006.͒ Further complication arises if mass movement at depth does not cause ground deformation, such as with saturation of a permeable medium. There are cases of significant residual gravity changes without significant ground deformation and vice versa ͑Rymer et al, 1993; Carbone et al, 2003a͒, as well as of nonlinear relationships between gravity and deformation over a survey area ͑Gottsmann et al, 2006a, 2006b͒.…”
Section: Analytical Modelingmentioning
confidence: 99%
“…According to Lisowski (2007), strain ΔP/μ (where ΔP is internal pressure change; and μ is modulus of rigidity) ranges from 10 , and the higher value is beyond the typical elastic limit of crustal rocks. The obtained source is within the layer with a modulus of rigidity of 4.52 GPa.…”
Section: Discussionmentioning
confidence: 99%
“…The modeled maximum horizontal displacement is 36% of the maximum vertical displacement. Theoretical ratio of maximum horizontal to maximum vertical displacement is 38% for a single Mogi source [51]. A field based aquifer test in Nevada shows that the horizontal displacements reach 8 mm and vertical displacements reach 12 mm within the first 22 days of pumping before reaching the steady state pumping [52].…”
Section: Model Of West Subsidencementioning
confidence: 95%
“…A radius of 1 km is usually assumed for volcano cases [51]. The maximum displacement for a finite sphere is about 1 + (α/d) 3 times of that for a point sphere [51].…”
Section: Impact Of Reservoir Grid Sizementioning
confidence: 99%