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    Blade-Shaped Hydraulic Fracture Driven by a Turbulent Fluid in an Impermeable Rock

    Source: Journal of Engineering Mechanics:;2017:;Volume ( 143 ):;issue: 011
    Author:
    Navid Zolfaghari
    ,
    Colin R. Meyer
    ,
    Andrew P. Bunger
    DOI: 10.1061/(ASCE)EM.1943-7889.0001350
    Publisher: American Society of Civil Engineers
    Abstract: Water-driven hydraulic fractures with high flow rates are more common now than ever in the oil and gas industry. Although these fractures are small, the high injection rate and low viscosity of the water lead to high Reynolds numbers and potential turbulence in the fracture. This paper presents a semianalytical solution for a blade-shaped [Perkins-Kern-Nordgren (PKN)] geometry hydraulic fracture driven by a turbulent fluid in the limit of zero fluid leak-off to the formation. Turbulence in the PKN fracture is modeled using the Gaukler-Manning-Strickler parametrization, which relates the flow rate of the water to the pressure gradient along the fracture. The fully turbulent limit is considered with no transition region anywhere at any time, but the effect of fracture toughness on crack propagation is not considered. The key parameter in this relation is the Darcy-Weisbach friction factor for the roughness of the crack wall. Coupling this turbulence parametrization with conservation of mass allows a nonlinear partial differential equation (PDE) to be written for the crack width as a function of space and time. By way of a similarity ansatz, a semianalytical solution is obtained using an orthogonal polynomial series. Very rapid convergence is found by embedding the asymptotic behavior near the fracture tip into the polynomial series; a suitably accurate solution is obtained with two terms of the series. This closed-form solution facilitates clear comparisons between the results and parameters for laminar and turbulent hydraulic fractures. In particular, it resolves one of the well-known problems whereby calibration of models to data has difficulty simultaneously matching the hydraulic fracture length and wellbore pressure.
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      Blade-Shaped Hydraulic Fracture Driven by a Turbulent Fluid in an Impermeable Rock

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    contributor authorNavid Zolfaghari
    contributor authorColin R. Meyer
    contributor authorAndrew P. Bunger
    date accessioned2017-12-16T09:14:50Z
    date available2017-12-16T09:14:50Z
    date issued2017
    identifier other%28ASCE%29EM.1943-7889.0001350.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4240437
    description abstractWater-driven hydraulic fractures with high flow rates are more common now than ever in the oil and gas industry. Although these fractures are small, the high injection rate and low viscosity of the water lead to high Reynolds numbers and potential turbulence in the fracture. This paper presents a semianalytical solution for a blade-shaped [Perkins-Kern-Nordgren (PKN)] geometry hydraulic fracture driven by a turbulent fluid in the limit of zero fluid leak-off to the formation. Turbulence in the PKN fracture is modeled using the Gaukler-Manning-Strickler parametrization, which relates the flow rate of the water to the pressure gradient along the fracture. The fully turbulent limit is considered with no transition region anywhere at any time, but the effect of fracture toughness on crack propagation is not considered. The key parameter in this relation is the Darcy-Weisbach friction factor for the roughness of the crack wall. Coupling this turbulence parametrization with conservation of mass allows a nonlinear partial differential equation (PDE) to be written for the crack width as a function of space and time. By way of a similarity ansatz, a semianalytical solution is obtained using an orthogonal polynomial series. Very rapid convergence is found by embedding the asymptotic behavior near the fracture tip into the polynomial series; a suitably accurate solution is obtained with two terms of the series. This closed-form solution facilitates clear comparisons between the results and parameters for laminar and turbulent hydraulic fractures. In particular, it resolves one of the well-known problems whereby calibration of models to data has difficulty simultaneously matching the hydraulic fracture length and wellbore pressure.
    publisherAmerican Society of Civil Engineers
    titleBlade-Shaped Hydraulic Fracture Driven by a Turbulent Fluid in an Impermeable Rock
    typeJournal Paper
    journal volume143
    journal issue11
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)EM.1943-7889.0001350
    treeJournal of Engineering Mechanics:;2017:;Volume ( 143 ):;issue: 011
    contenttypeFulltext
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