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• W2912129110 abstract "We propose to utilize the corner frequency and seismic scalar moment relation as a new approach to monitor temporal changes of static stress drop as well as rupture velocity during development of a hydraulic fracture system. We introduce a single parameter M 1 to describe a two-parameter relation (scalar moment and corner frequency relation) and analyze temporal variation of this two-parameter relation. Because M 1 relates rupture velocity and static stress drop, we can infer temporal variation of rupture velocity and stress drop quantitatively. The parameter M 1 is calculated in two case studies. We document that two types of fracturing processes exist: (1) stable rupture velocity and static stress drop during the development of rupture and (2) increase of rupture velocity and/or static stress drop while the fracture system develops. In the latter case, one possible scenario is increase of permeability at each fracture plane during development of the fracture system." @default.
• W2912129110 created "2019-02-21" @default.
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• W2912129110 date "2019-02-01" @default.
• W2912129110 modified "2023-09-25" @default.
• W2912129110 title "Variation of seismic scalar moment–corner frequency relationship during development of a hydraulic fracture system" @default.
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• W2912129110 doi "https://doi.org/10.1190/tle38020123.1" @default.
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