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     Research Journal of Applied Sciences, Engineering and Technology


Experimental Study on Well Pattern Adjustment using Large-Scale Natural Sandstone Flat Model with Ultra-Low Permeability

1Xiao Qianhua, 1, 2Yang Zhengming, 2Xu Xuan, 1Tian Wenbo and 2Zhang Yapu
1Research Institute of Porous Flow and Fluid Mechanics, Chinese Academy of Sciences
2Lang Fang Branch, Petro China Research Institute of Petroleum Exploration and Development, Langfang 065007, China
Research Journal of Applied Sciences, Engineering and Technology  2013  23:5402-5407
http://dx.doi.org/10.19026/rjaset.5.4208  |  © The Author(s) 2013
Received: November 24, 2012  |  Accepted: January 17, 2013  |  Published: May 28, 2013

Abstract

Aimed at ultra-low permeability reservoirs, the recovery effect of inverted nine-spot equilateral well pattern is studied through large-scale natural sandstone flat model experiments. Two adjustment schemes were proposed based on the original well pattern. This essay has put forward the concept of pressure sweep efficiency for evaluating the driving efficiency. Pressure gradient fields under different drawdown pressure were measured. Seepage area of the model was divided into immobilized area, nonlinear seepage area and quasi-linear seepage area combining with the nonlinear seepage experiment of the small twin core. The results showed that the ultra-low permeability sandstone flat model was characterized as nonlinear seepage law and threshold pressure gradient obviously. For one quarter of the inverted nine-spot equilateral well pattern, the middle region is difficult to develop. The recovery effect can be improved by adjusting production wells or adding injection wells. And the best solution is transforming the corner production well into injection well.

Keywords:

Low permeability reservoirs, large-scale sandstone outcrops model, pressure sweep efficiency, threshold pressure gradient, well pattern adjusting,


References


Competing interests

The authors have no competing interests.

Open Access Policy

This article is distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution, and reproduction in any medium, provided you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license, and indicate if changes were made.

Copyright

The authors have no competing interests.

ISSN (Online):  2040-7467
ISSN (Print):   2040-7459
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