An approach for the performance-impact of parent-child wellbores spacing and hydraulic fractures cluster spacing in conventional and unconventional reservoirs

Date

2020-02-01

Author

Al-Rbeawi, Salam

Metadata

Show full item record

This work is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.

Item Usage Stats

216
views

0
downloads

The objective of this paper is focusing deep insights on the impacts of the spacing between parent and child wellbores and between hydraulic fractures on the performance of conventional and unconventional reservoirs. The target is developing a quantitative approach for determining these impacts on pressure responses, flow regimes, and productivity indices during the entire production life of these reservoirs. The motivation of this study is the willing to set-up and define clearly the criteria for the optimum spacing between wellbores and fractures that could give the maximum productivity considering different reservoir configurations and wellbore types.

Subject Keywords

Fuel Technology, Geotechnical Engineering and Engineering Geology, Cluster spacing, Wellbore spacing, Hydraulically fractured reservoirs, Reservoir performance, Reservoir modeling and simulation, Productivity index

URI

https://hdl.handle.net/11511/63770

Journal

JOURNAL OF PETROLEUM SCIENCE AND ENGINEERING

DOI

https://doi.org/10.1016/j.petrol.2019.106570

Collections

Department of Petroleum and Natural Gas Engineering, Article

Suggestions

OpenMETU
Core

A Methodology for Optimal Layout Design of Pressure Cells for Concrete Faced Rockfill Dams Arı, Onur; Yanmaz, Ali Melih (Springer Science and Business Media LLC, 2018-08-01) In this study, a methodology for optimal layout design of pressure cells for concrete faced rockfill dams is developed. A representative dimensionless stress distribution model was formed for obtaining the magnitudes and location of different stress zones as a function of dam height. This information enabled development of a procedure for proper location and the number of pressure cells throughout the dam body. A vertical placement algorithm based on error minimization was first developed, which is followed...
Importance of Degrading Behavior for Seismic Performance Evaluation of Simple Structural Systems Erberik, Murat Altuğ (Informa UK Limited, 2011-01-01) This study focuses on effect of degradation characteristics on seismic performance of simple structural systems. Equivalent single degree of freedom systems are used for which the structural characteristics are taken from existing reinforced concrete (RC) frame buildings. Simulation of degrading behavior is achieved by considering actual experimental data. To obtain the seismic response of degrading structural systems, two different approaches are used: inelastic spectral analysis and fragility analysis. Ac...
An improvement to linear-elastic procedures for seismic performance assessment Gunay, Mehmet Selim; Sucuoğlu, Haluk (Wiley, 2010-07-10) An improved linear-elastic analysis procedure is developed in this paper as a simple approximate method for displacement-based seismic assessment of the existing buildings. The procedure is mainly based on reducing the stiffness of structural members that are expected to respond in the inelastic range in a single global iteration step. Modal spectral displacement demands are determined from the equal displacement rule. Response predictions obtained from the proposed procedure are evaluated comparatively by ...
A Displacement-Based Approach for the Seismic Retrofitting of Medium Rise Non-Ductile RC Frames with Added Shear Walls Sucuoğlu, Haluk (Informa UK Limited, 2011-01-01) A simple displacement-based methodology is presented in this study for the seismic retrofitting of medium height non-ductile concrete frames. Deformation capacities of the existing columns control design. A minimum amount of infill shear walls are added in both orthogonal directions for maintaining the deformation levels below the level dictated by the existing columns, which are usually at the ground story. Interstory drifts and member end rotations are employed as performance parameters. The proposed disp...
An empirical method for design of grouted bolts in rock tunnels based on the Geological Strength Index (GSI) Osgoui, Reza R.; Unal, Erdal (Elsevier BV, 2009-08-14) The procedure presented in this paper has been developed for the design of grouted rock bolts in rock tunnels during preliminary design stage. The proposed approach provides a step-by-step procedure to set up a series of practical guidelines for optimum pattern of rock bolting in a variety of rock mass qualities. For this purpose, a new formula for the estimation of the rock load (support pressure) is recommended. Due to its wide-spread acceptance in the field of rock engineering, the Geological Strength In...

Citation Formats

S. Al-Rbeawi, “An approach for the performance-impact of parent-child wellbores spacing and hydraulic fractures cluster spacing in conventional and unconventional reservoirs,” JOURNAL OF PETROLEUM SCIENCE AND ENGINEERING, pp. 0–0, 2020, Accessed: 00, 2020. [Online]. Available: https://hdl.handle.net/11511/63770.