2012
DOI: 10.1002/hyp.9411
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Inverse modelling for freshwater lens in small islands: Kish Island, Persian Gulf

Abstract: A number of challenges including instability, nonconvergence, nonuniqueness, nonoptimality, and lack of a general guideline for inverse modelling have limited the application of automatic calibration by generic inversion codes in solving the saltwater intrusion problem in real‐world cases. A systematic parameter selection procedure for the selection of a small number of independent parameters is applied to a real case of saltwater intrusion in a small island aquifer system in the semiarid region of the Persian… Show more

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Cited by 34 publications
(21 citation statements)
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“…Simulations using K B / K U < 1 show that FGL thickness is controlled mostly by the properties of the upper layer and is much less influenced by the base‐layer hydraulic properties. Examples of where K B / K U < 1 occur in real systems include the sandy islands of Manukan (Praveena et al ., ) and Kish (Ataie‐Ashtiani et al ., ; Ataie‐Ashtiani et al ., ). Lower K B / K U ratios produce greater FGL thicknesses.…”
Section: Slr Impacts In a Two‐layer Island Aquifermentioning
confidence: 99%
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“…Simulations using K B / K U < 1 show that FGL thickness is controlled mostly by the properties of the upper layer and is much less influenced by the base‐layer hydraulic properties. Examples of where K B / K U < 1 occur in real systems include the sandy islands of Manukan (Praveena et al ., ) and Kish (Ataie‐Ashtiani et al ., ; Ataie‐Ashtiani et al ., ). Lower K B / K U ratios produce greater FGL thicknesses.…”
Section: Slr Impacts In a Two‐layer Island Aquifermentioning
confidence: 99%
“…Kiribati and Tuvalu, Majuru, Marshall, Maldives, Cocos and Cook Islands) and sandy islands (e.g. Manukan, Shelter and Kish Islands) are examples of islands that are classified as having geological layering (Falkland, ; Bricker, ; Bailey et al ., , , ; White and Falkland, ; Ataie‐Ashtiani et al ., ).…”
Section: Introductionmentioning
confidence: 97%
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“…2. A review of literature illustrates that SA in groundwater and SWI modeling studies has traditionally relied on local methods (examples in SWI modeling include Sanz and Voss (2006) and Ataie-Ashtiani et al (2013)). This widespread use of local SA method is due to: (1) the high computational cost of global SA methods, (2) the simplicity of local methods, and (3) the capabilities of generic codes such as PEST (Doherty, 2005) and UCODE (Poeter and Hill, 1999) in the estimation of local sensitivity indices.…”
Section: Introductionmentioning
confidence: 99%