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Methane hydrate rock physics models for the Blake Outer Ridge

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TLDR
In this article, the effect of different hydrate models on elastic moduli and velocities of hydrate-bearing sediments was explored. But the results of the experiments were limited to the Blake Outer Ridge.
Abstract
Seismic analyses of methane hydrate data from the Blake Outer Ridge indicate high Pwave velocity and anomalously low S-wave velocity in sediments containing methane hydrates. In an attempt to explain this observed P-wave and S-wave velocity structure at the transition from gas to hydrates, the effect of different hydrate models on elastic moduli and velocities are explored. After construction of an initial gas model, the properties of the hydrates are estimated using the bound averaging method together with the Voigt and Reuss bounds for elastic moduli. The result suggests that the hydrates becomes part of the rock matrix and softens the pores by fracturing. The additional formation of ice is required to obtain the desired P- to S-wave velocity ratio in the hydrate bearing sediments, indicating temperature conditions around the freezing point of water.

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Journal ArticleDOI

Seismic rock physical modelling for gas hydrate-bearing sediments

TL;DR: In this article, the authors built a rock physical model for load-bearing and pore-filling gas hydrate-bearing sediments, describing the mineral compositions, pore connectivity, and the pore shape using effective media theory, and calculated the shear properties of pore filling gas hydrates using Patchy saturation theory and generalized Gassmann theory.

Blake Outer Ridge dataset

TL;DR: In this article, Biondi et al. presented a map of the Blake Outer Ridge, highlighting the area of known hydrate distribution as mapped from seismic bottom simulating reflectors (BSR).
References
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OtherDOI

A method of estimating the amount of in-situ gas hydrates in deep marine sediments

TL;DR: In this article, the authors propose a method to solve the problem of "uniformity" and "unweighting" of data points...................................................................................................................................................................(1)
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