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dc.creatorMastrolorenzo, Maurizioen_US
dc.date.accessioned2012-06-07T23:06:29Z
dc.date.available2012-06-07T23:06:29Z
dc.date.created2001en_US
dc.date.issued2001
dc.identifier.urihttp://hdl.handle.net/1969.1/ETD-TAMU-2001-THESIS-M376en_US
dc.descriptionDue to the character of the original source materials and the nature of batch digitization, quality control issues may be present in this document. Please report any quality issues you encounter to digital@library.tamu.edu, referencing the URI of the item.en_US
dc.descriptionIncludes bibliographical references (leaves 83-90).en_US
dc.descriptionIssued also on microfiche from Lange Micrographics.en_US
dc.description.abstractThe purpose of this study is to accurately use sensitivity analysis on input parameters so a set of numerical simulations will geologically show the relative effects of isostatically compensated water-sediment loads on evolving carbonate platforms. In fact, subsidence or uplift together with isostasy modifies the elevation of the basement and plays a major role in long-term deposition, accumulation, and preservation of carbonate. Basement reaction to loading represents one of the most important geologic processes that determine the profile and sediment accumulation in sedimentary basins. Therefore, the reason for development of the local isostatic-load-induced subsidence is to contribute to ongoing efforts in the modeling of carbonate growth and upgrading an existing carbonate growth code. In fact, subsidence represents one of the most significant factors controlling the evolution of carbonate platforms. A forward model of platform development simulates the dynamics of sediment accumulation and subsidence starting from an initial configuration. The simulation consists of states that appear in a sequence from the past towards the future. Therefore, in this study given an initial configuration of a carbonate platform, a forward model simulates the evolution of that platform and predicts its geometry and character in the future. This forward model is used in a series of experiments characterized by initial boundary conditions and parameters that are modeled both as deterministic and random variables. Furthermore, in this study the opposite approach is taken into consideration, that is inverse modeling or backstripping modeling. This type of modeling starts from a given configuration to reconstruct the past states of the platform under scenarios of sediment accumulation and sea level change.en_US
dc.format.mediumelectronicen_US
dc.format.mimetypeapplication/pdfen_US
dc.language.isoen_USen_US
dc.publisherTexas A&M Universityen_US
dc.rightsThis thesis was part of a retrospective digitization project authorized by the Texas A&M University Libraries in 2008. Copyright remains vested with the author(s). It is the user's responsibility to secure permission from the copyright holder(s) for re-use of the work beyond the provision of Fair Use.en_US
dc.subjectgeology.en_US
dc.subjectMajor geology.en_US
dc.titleControlling factors on the development and evolution of carbonate platforms: isostatic basement response to water-sediment loadingen_US
dc.typeThesisen_US
thesis.degree.disciplinegeologyen_US
thesis.degree.nameM.S.en_US
thesis.degree.levelMastersen_US
dc.type.genrethesis
dc.type.materialtexten_US
dc.format.digitalOriginreformatted digitalen_US


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