Definition of Dynamic Datum for Deformation Monitoring: Carmel Fault Environs as a Case StudySource: Journal of Surveying Engineering:;2014:;Volume ( 140 ):;issue: 002DOI: 10.1061/(ASCE)SU.1943-5428.0000121Publisher: American Society of Civil Engineers
Abstract: A study of deformations, which is based on the use of geodetic measurements, is usually performed by defining a kinematic model. Such a model, when used to describe a complex geophysical environment, can lead to a partial estimation of the deterministic dynamics, which characterize the entire network. Usually, in a case of deterministic nonlinear movements in the network, there is no possibility to determine a stable datum that may serve as a basis for deformation analysis. Today, the concept of stability in time ascribes rigidity to a congruent datum. This paper redefines the concept of the datum congruency and presents the development of a new dynamic datum, which more closely represents geophysical reality. The new datum changes the main characteristics of a traditional datum and successfully overcomes some of its inherent disadvantages. As an example, the proposed algorithm of the dynamic datum is applied to obtain a deformation analysis in the Carmel fault environs, one of the major geological structures in northern Israel.
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| contributor author | Lior | |
| contributor author | Shahar | |
| contributor author | Gilad | |
| contributor author | Even-Tzur | |
| date accessioned | 2017-05-08T22:16:56Z | |
| date available | 2017-05-08T22:16:56Z | |
| date copyright | May 2014 | |
| date issued | 2014 | |
| identifier other | 40076798.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/76096 | |
| description abstract | A study of deformations, which is based on the use of geodetic measurements, is usually performed by defining a kinematic model. Such a model, when used to describe a complex geophysical environment, can lead to a partial estimation of the deterministic dynamics, which characterize the entire network. Usually, in a case of deterministic nonlinear movements in the network, there is no possibility to determine a stable datum that may serve as a basis for deformation analysis. Today, the concept of stability in time ascribes rigidity to a congruent datum. This paper redefines the concept of the datum congruency and presents the development of a new dynamic datum, which more closely represents geophysical reality. The new datum changes the main characteristics of a traditional datum and successfully overcomes some of its inherent disadvantages. As an example, the proposed algorithm of the dynamic datum is applied to obtain a deformation analysis in the Carmel fault environs, one of the major geological structures in northern Israel. | |
| publisher | American Society of Civil Engineers | |
| title | Definition of Dynamic Datum for Deformation Monitoring: Carmel Fault Environs as a Case Study | |
| type | Journal Paper | |
| journal volume | 140 | |
| journal issue | 2 | |
| journal title | Journal of Surveying Engineering | |
| identifier doi | 10.1061/(ASCE)SU.1943-5428.0000121 | |
| tree | Journal of Surveying Engineering:;2014:;Volume ( 140 ):;issue: 002 | |
| contenttype | Fulltext |