Research Papers

Why Fracking Works

[+] Author and Article Information
Zdeněk P. Bažant

McCormick Institute Professor and
W.P. Murphy Professor of Civil and Mechanical
Engineering and Materials Science,
Northwestern University,
2145 Sheridan Road,
CEE/A135, Evanston, IL 60208
e-mail: z-bazant@northwestern.edu

Marco Salviato, Viet T. Chau

Department of Civil
and Environmental Engineering,
Northwestern University,
2145 Sheridan Road,
Evanston, IL 60208

Hari Viswanathan

Subsurface Flow and Transport Team Leader
Computational Earth Science,
EES-16, Sch. A,
Los Alamos National Laboratory,
Los Alamos, NM 87545

Aleksander Zubelewicz

Los Alamos National Laboratory,
Los Alamos, NM 87545

Although this term is often used pejoratively, it is adopted here because of its brevity. If used in science, it will cease to be disparaging.The United States Government retains, and by accepting the article for publication, the publisher acknowledges that the United States Government retains, a nonexclusive, paid-up, irrevocable, worldwide license to publish or reproduce the published form of this work, or allow others to do so, for United States government purposes.

Contributed by the Applied Mechanics Division of ASME for publication in the JOURNAL OF APPLIED MECHANICS. Manuscript received July 6, 2014; final manuscript received August 4, 2014; accepted manuscript posted August 7, 2014; published online August 27, 2014. Editor: Yonggang Huang.

J. Appl. Mech 81(10), 101010 (Aug 27, 2014) (10 pages) Paper No: JAM-14-1295; doi: 10.1115/1.4028192 History: Received July 06, 2014; Revised August 04, 2014; Accepted August 07, 2014

Although spectacular advances in hydraulic fracturing, also known as fracking, have taken place and many aspects are well understood by now, the topology, geometry, and evolution of the crack system remain an enigma and mechanicians wonder: Why fracking works? Fracture mechanics of individual fluid-pressurized cracks has been clarified but the vital problem of stability of interacting hydraulic cracks escaped attention. First, based on the known shale permeability, on the known percentage of gas extraction from shale stratum, and on two key features of the measured gas outflow which are (1) the time to peak flux and (2) the halftime of flux decay, it is shown that the crack spacing must be only about 0.1 m. Attainment of such a small crack spacing requires preventing localization in parallel crack systems. Therefore, attention is subsequently focused on the classical solutions of the critical states of localization instability in a system of cooling or shrinkage cracks. Formulated is a hydrothermal analogy which makes it possible to transfer these solutions to a system of hydraulic cracks. It is concluded that if the hydraulic pressure profile along the cracks can be made almost uniform, with a steep enough pressure drop at the front, the localization instability can be avoided. To achieve this kind of profile, which is essential for obtaining crack systems dense enough to allow gas escape from a significant portion of kerogen-filled nanopores, the pumping rate (corrected for the leak rate) must not be too high and must not be increased too fast. Furthermore, numerical solutions are presented to show that an idealized system of circular equidistant vertical cracks propagating from a horizontal borehole behaves similarly. It is pointed out that one useful role of the proppants, as well as the acids that promote creation of debris in the new cracks, is to partially help to limit crack closings and thus localization. To attain the crack spacing of only 0.1 m, one must imagine formation of hierarchical progressively refined crack systems. Compared to new cracks, the system of pre-existing uncemented natural cracks or joints is shown to be slightly more prone to localization and thus of little help in producing the fine crack spacing required. So, from fracture mechanics viewpoint, what makes fracking work?–the mitigation of fracture localization instabilities. This can also improve efficiency by fracturing more shale. Besides, it is environmentally beneficial, by reducing flowback per m3 of gas. So is the reduction of seismicity caused by dynamic fracture instabilities (which are more severe in underground CO2 sequestration).

Copyright © 2014 by ASME
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Grahic Jump Location
Fig. 1

Overall scheme of hydraulic fracturing: (a) one of many segments, subdivided in 5–8 fracturing stages; (b) one fracturing stage composed of 5–8 pipe perforation cluster; (c) one perforation cluster with 5–8 perforations along the pipes (not to scale)

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Fig. 2

Schematic of gas flow from shale to surface, showing a layer of shale between two open vertical hydraulic cracks of spacing s, with subsequent profiles of gas pressure p, and the passage of gas to the surface

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Fig. 3

Schematic of (a) the volume of shale stratum to be fracked, considered for the purpose of analysis as elliptical cylinder, and a scaled-down cylinder representing the portion of shale volume that is actually fracked; (b) undeformed and (c) deformed cross sections of the scaled cylinder, reduced according to the known percentage of terminal gas extraction from the shale

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Fig. 4

Histories of gas flux at the surface observed at five different sites of Fayetteville shale [25], in actual and logarithmic time scales. Top row: curves of optimum fits; middle row: curves when characteristic delay time τ is changed; bottom row: curves when the crack spacing s is changed

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Fig. 5

Path of the lengths of thermal cooling cracks in the crack length space, adapted from Ref. [26]

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Fig. 6

Schematic representation of fracturing behavior (a) with crack localization—undesirable, and (b) without crack localization—desirable (prevention of localization greatly increases the percentage of gas that can be reached from the shale stratum by hydraulic fracturing)

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Fig. 7

Leading crack length as a function of the depth of penetration front, for different temperature profiles along the cracks, adapted from Ref. [26]

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Fig. 8

Analogy of thermal and hydraulic cracks. The formation of the cooling cracks (a) can be decomposed into two steps: in the first step (b) the cracks are imagined to be glued so as to be kept closed. In the second step (c), the cracks are imagined to be unglued and allowed to open.

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Fig. 9

(a) Idealized circular hydraulic cracks around a horizontal borehole considered for simple analysis of localization instability (not to scale) and (b) dimensionless critical crack lengths as a function of dimensionless applied pressure Π1=(p0-σh)/E for different hydraulic pressure profiles shown. The results show that nearly uniform pressure profiles prevent localization.

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Fig. 10

Schematic horizontal section showing how a hierarchical refinement of hydraulic crack system may lead to crack spacing of about 0.1 m




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