1987
DOI: 10.2118/14250-pa
|View full text |Cite
|
Sign up to set email alerts
|

Pressure Drawdown and Buildup Analysis of Horizontal Wells in Anisotropic Media

Abstract: Summary. An analytic solution is presented for the pressure response during drawdown and buildup of a horizontal well. This method results from solving the three-dimensional diffusion equation with successive integral transforms. Simplified solutions for short, intermediate, and long times that exhibit straight-line sections when pressure is plotted vs. time are presented. The validity of the method is demonstrated by comparing with results generated numerically by a reservoir simulator and w… Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
5

Citation Types

4
94
0

Year Published

1990
1990
2023
2023

Publication Types

Select...
5
2

Relationship

0
7

Authors

Journals

citations
Cited by 218 publications
(98 citation statements)
references
References 13 publications
4
94
0
Order By: Relevance
“…Goode offered an analytic solution for three dimensional diffusivity equations during drawdown and buildup of a horizontal model to get some specifications of reservoir. He applied numerical solution for validation of his procedure (Goode 1987). In some cases, the researchers face with heterogeneous reservoirs instead of homogeneous, therefore, they use some synthetic methods to solve the problem (Dake 1983).…”
Section: Introductionmentioning
confidence: 99%
“…Goode offered an analytic solution for three dimensional diffusivity equations during drawdown and buildup of a horizontal model to get some specifications of reservoir. He applied numerical solution for validation of his procedure (Goode 1987). In some cases, the researchers face with heterogeneous reservoirs instead of homogeneous, therefore, they use some synthetic methods to solve the problem (Dake 1983).…”
Section: Introductionmentioning
confidence: 99%
“…For this reason it needs to propose a forecasting method in order to predict, in approximate way, the interference of a tunnel on the shallow aquifers. Kawecki (2000), Odeh and Babu (1993), Goode and Thambynayagam (1987), Dunning et al (2004) obtained analytical solutions for the transient state for horizontal drainage system similar to the tunnels but in an infinite domain without boundary conditions. Therefore, the relationships are not useful for direct application in reality.…”
Section: Introductionmentioning
confidence: 99%
“…For the first case, the Goode et al (1987)'s relationship, valid for a tunnel located at a distance z w from the bedrock partially penetrating a confined aquifer ( Figure 3) has been used. Figure 3.…”
Section: Introductionmentioning
confidence: 99%
See 2 more Smart Citations