Initial rise of bubbles in cohesive sediments by a process of viscoelastic fracture

被引:59
作者
Algar, C. K. [1 ]
Boudreau, B. P. [2 ]
Barry, M. A. [2 ]
机构
[1] Marine Biol Lab, Ctr Ecosyst, Woods Hole, MA 02543 USA
[2] Dalhousie Univ, Dept Oceanog, Halifax, NS B3H 4J1, Canada
关键词
SHEAR-WAVE VELOCITY; MARINE-SEDIMENTS; MAGMA TRANSPORT; GROWTH; PROPAGATION; MODEL; WATER; LAKES; ACCUMULATION; DEPENDENCE;
D O I
10.1029/2010JB008133
中图分类号
P3 [地球物理学]; P59 [地球化学];
学科分类号
0708 ; 070902 ;
摘要
An understanding of the mechanics of bubble rise in sediments is essential because of the role of bubbles in releasing methane to the atmosphere and the formation and melting of gas hydrates. Past models to describe and predict the rise of other buoyant geological bodies through a surrounding solid (e. g., magmas and hydrofractures) appear not to be applicable to bubbles in soft sediments, and this paper presents a new model for gas bubble rise in soft, fine-grained, cohesive sediments. Bubbles in such sediments are essentially "dry" (little if any free water) and grow through a process of elastic expansion and fracture that can be described using the principles of linear elastic fracture mechanics, which assume the existence of a spectrum of flaws within the sediment fabric. By extending this theory, we predict that bubbles initially rise by preferential propagation of a fracture in a (sub) vertical direction. We present a criterion for initial bubble rise. Once rise is initiated, the speed of rise is controlled by the viscoelastic response of the sediments to stress. Using this new bubble rise model, we estimate rise velocities to be of the order of centimeters per second. We again show that capillary pressure plays no substantive role in controlling bubble growth or rise.
引用
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页数:14
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