Analytical solution of the pseudo-3D model for hydraulic fracturing in a storage-dominated regime

Author(s):  
Egor V. Shel ◽  
Grigory V. Paderin
2018 ◽  
Vol 8 (12) ◽  
pp. 2456 ◽  
Author(s):  
Hui Hu ◽  
Jianfeng Zhang ◽  
Tao Li

The objective of this study was to evaluate the applicability of a flow model with different numbers of spatial dimensions in a hydraulic features solution, with parameters such a free surface profile, water depth variations, and averaged velocity evolution in a dam-break under dry and wet bed conditions with different tailwater depths. Two similar three-dimensional (3D) hydrodynamic models (Flow-3D and MIKE 3 FM) were studied in a dam-break simulation by performing a comparison with published experimental data and the one-dimensional (1D) analytical solution. The results indicate that the Flow-3D model better captures the free surface profile of wavefronts for dry and wet beds than other methods. The MIKE 3 FM model also replicated the free surface profiles well, but it underestimated them during the initial stage under wet-bed conditions. However, it provided a better approach to the measurements over time. Measured and simulated water depth variations and velocity variations demonstrate that both of the 3D models predict the dam-break flow with a reasonable estimation and a root mean square error (RMSE) lower than 0.04, while the MIKE 3 FM had a small memory footprint and the computational time of this model was 24 times faster than that of the Flow-3D. Therefore, the MIKE 3 FM model is recommended for computations involving real-life dam-break problems in large domains, leaving the Flow-3D model for fine calculations in which knowledge of the 3D flow structure is required. The 1D analytical solution was only effective for the dam-break wave propagations along the initially dry bed, and its applicability was fairly limited.


2020 ◽  
Vol 236 ◽  
pp. 107177
Author(s):  
A.M. Skopintsev ◽  
E.V. Dontsov ◽  
P.V. Kovtunenko ◽  
A.N. Baykin ◽  
S.V. Golovin

2021 ◽  
Author(s):  
Vadim Andreevich Rubailo ◽  
Kirill Dmitrievich Isakov ◽  
Anton Vyacheslavovich Shirobokov

Abstract This work is devoted to the analytical solution of the damping of the fracture of the hydraulic fracturing. A solution is obtained for changing the dimensionless conductivity of the crack due to a decrease in the conductivity of the proppant and its removal from the crack. The considered crack geometry corresponds to the Perkins-Kern analytical model, which allows us to take into account the change in the crack width depending on its length. To calculate the proppant conductivity, laboratory studies were used, the data of which were extrapolated in order to predict the destruction of proppant balls during the operation of a well with a fractured hydraulic fracturing.


1974 ◽  
Vol 14 (04) ◽  
pp. 413-426 ◽  
Author(s):  
Alain C. Gringarten ◽  
Henry J. Ramey

Abstract Although there have been many studies on unsteady behavior of wells with vertical fractures, and although there was at one time a controversy concerning the occurrence of horizontal or vertical fractures as a result of hydraulic fracturing, to date there bas been published no study of the unsteady behavior of a well containing a horizontal fracture. This is particularly surprising because such a study might have indicated significant differences between the performance of wells with horizontal fractures and those with vertical fractures. The purpose of this study was to fill that existing gap in knowledge of fractured-well behavior.An analytical solution was developed by means of the concept of instantaneous sources and Green's functions. The analytical solution modeled the behavior of constant-rate production from a well containing a single, horizontal fracture of finite thickness at any position within a producing interval in an infinitely large reservoir with impermeable upper and lower boundaries. This general solution also contained solutions for the cases ofa single, plane (zero thickness) horizontal fracture,partial penetration of the producing formation, andlimited flow entry throughout a producing interval. Although those are interesting solutions, the main purpose of this study was to investigate the horizontal fracture case. The analytical solution for this case was evaluated by computer to produce tables of dimensionless pressures vs dimensionless times sufficient for well-test analysis purposes. A careful analysis of the general solution for a horizontal fracture indicated the existence of four different flow periods. It appears that during the first period all production originates within the fracture, causing a typical storage-controlled period. This period is followed by a period of vertical, linear flow. There Then follows a transitional period, after which flow appears essentially radial. During the last period, the pressure is The same as that created by a line-source well with a skin effect. The skin effect is independent of time, but does depend upon the position of the pressure point It was found that there is a radius of influence beyond which flow is essentially radial for all times. Approximating solutions and appropriate time limits for approximate solutions were derived. Introduction Hydraulic fracturing has been used for improving well productivity for the last 20 years and is generally recognized as a major development in well-completion technology. There was considerable discussion in the early 1950's about the orientation and the number of fractures created by this type of well stimulation. It is now generally agreed that a vertical fracture will result if the least principal stress in the formation is horizontal, whereas a horizontal fracture will be created if the least principal stress is vertical. Further, data collected and reported by Zemanek et al. shows that hydraulic fracturing usually results in one vertical fracture, the plane of which includes the axis of the wellbore. This conclusion appears widely held today. Thus, most studies of the flow behavior for fractured wells consider vertical fractures only.However, the existence of horizontal fractures has been paved in some cases, and various authors have considered them. The steady-state behavior of horizontally fractured wells has been studied numerically by Hartsock and Warren. Their model assumed the reservoir to be homogeneous, of constant thickness, of anisotropic permeabilities, and completely penetrated by a well of small radius. A single, horizontal, symmetrical fracture of negligible thickness and finite conductivity was located at the center of the formation. Radial flow was assumed beyond a critical radius four times as large as be fracture radius, and there was no flow across the drainage radius. The only flow into the well itself was through the fracture. SPEJ P. 413^


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