A COMPARISON OF MECHANICAL THICKNESS ESTIMATES FROM TROUGH AND SEAMOUNT LOADING IN THE SOUTHEASTERN GULF OF ALASKA

Citation
Rn. Harris et Ds. Chapman, A COMPARISON OF MECHANICAL THICKNESS ESTIMATES FROM TROUGH AND SEAMOUNT LOADING IN THE SOUTHEASTERN GULF OF ALASKA, J GEO R-SOL, 99(B5), 1994, pp. 9297-9317
Citations number
57
Categorie Soggetti
Geosciences, Interdisciplinary
Journal title
JOURNAL OF GEOPHYSICAL RESEARCH-SOLID EARTH
ISSN journal
21699313 → ACNP
Volume
99
Issue
B5
Year of publication
1994
Pages
9297 - 9317
Database
ISI
SICI code
2169-9313(1994)99:B5<9297:ACOMTE>2.0.ZU;2-6
Abstract
The southern portion of the Kodiak-Bowie seamount chain in the southea stern Gulf of Alaska presents a unique opportunity to investigate load ing on young oceanic lithosphere. Oceanic lithosphere younger than 25 Ma is loaded both by sediments in a deep offshore trough and by seamou nts 100-200 km offshore. Free-air gravity anomaly values associated wi th the trough range from -90 mGal over the trough to +25 mGal over the offshore flexural high, whereas values associated with the volcanic l oading range from +80 mGal over the seamounts to -10 mGal over their a ssociated moats. These anomalies are modeled first using elastic beam theory. Gravity anomalies associated with the trough are modeled in te rms of elastic bending of a sediment filled trench. Elastic thicknesse s associated with the trough range from 12 to 22 km with an estimated uncertainty of +/-5 km. Seamounts are approximated as a series of stac ked finite cylinders. Gravity highs over the seamounts are used to mod el density, while gravity patterns associated with the moat and periph eral bulge are used to model the elastic thickness along the seamount chain. Elastic thicknesses along the seamount chain range from 2 to 5 km (estimated uncertainty range 0 to 7 and 0 to 10 km, respectively). To investigate differences in elastic thickness estimates between the trough and seamount models, we incorporate the effects of finite yield strength. Curvatures implied by the elastic beam models are used to c alculate mechanical bending stresses. Bending moments calculated from elastic beam models and yield envelope models agree for flexure models at the Queen Charlotte Trough and most seamounts. The mechanical thic kness corresponds to the depth to the 700-degrees-C isotherm assuming a dry olivine rheology and a simple cooling model for oceanic lithosph ere. Our results imply that the strength of the lithosphere calculated for both seamount and trench loading corresponds to the same isotherm .