Difference between revisions of "OnPlan Comparison Study 2 Warpinski"
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''*'' - The PKN and GDK cases were run with a constant height (2-D) set at 170 ft (52 m). | ''*'' - The PKN and GDK cases were run with a constant height (2-D) set at 170 ft (52 m). | ||
| + | |||
| + | <table border="1" cellpadding="3" cellspacing="1"> | ||
| + | <tr class="tableizer-firstrow"><th>Interval</th><th>Depth (ft)</th><th>Zone Thickness (ft)</th><th>In Situ Stress (psi)</th><th>Poisson's Ratio</th><th>Young's Modulus (10^6 psi)</th><th>Fracture Toughness (psi/in^0.5)</th></tr> | ||
| + | <tr><td>Single-Layer (2D) Case</td><td> </td><td> </td><td> </td><td> </td><td> </td><td> </td></tr> | ||
| + | <tr><td>1</td><td>9170-9340</td><td>170</td><td>5700</td><td>0.21</td><td>8.5</td><td>2000</td></tr> | ||
| + | <tr><td>3-Layer (3D) Case</td><td> </td><td> </td><td> </td><td> </td><td> </td><td> </td></tr> | ||
| + | <tr><td>1</td><td>8990-9170</td><td>180</td><td>7150</td><td>0.3</td><td>6.5</td><td>2000</td></tr> | ||
| + | <tr><td>2</td><td>9170-9340</td><td>170</td><td>5700</td><td>0.21</td><td>8.5</td><td>2000</td></tr> | ||
| + | <tr><td>3</td><td>9340-9650</td><td>310</td><td>7350</td><td>0.29</td><td>5.5</td><td>2000</td></tr> | ||
| + | <tr><td>5-Layer (3D) Case</td><td> </td><td> </td><td> </td><td> </td><td> </td><td> </td></tr> | ||
| + | <tr><td>1</td><td>8990-9170</td><td>180</td><td>7150</td><td>0.3</td><td>6.5</td><td>2000</td></tr> | ||
| + | <tr><td>2</td><td>9170-9340</td><td>170</td><td>5700</td><td>0.21</td><td>8.5</td><td>2000</td></tr> | ||
| + | <tr><td>3</td><td>9340-9380</td><td>40</td><td>7350</td><td>0.26</td><td>5.4</td><td>2000</td></tr> | ||
| + | <tr><td>4</td><td>9380-9455</td><td>75</td><td>5800</td><td>0.2</td><td>7.9</td><td>2000</td></tr> | ||
| + | <tr><td>5</td><td>9455-9650</td><td>195</td><td>8200</td><td>0.3</td><td>4.0</td><td>2000</td></tr> | ||
| + | </table> | ||
==Comparison== | ==Comparison== | ||
Revision as of 06:58, 30 October 2018
Contents
Brief
The case study is based on Warpinski [1] paper published in 1994.
The onPlan calculates 6 cases described in the paper and shows good agreement in results.
Inputs
Paper Summary
This study is a comparison of hydraulic fracture models run using test data from the GRI Staged Field Experiment No. 3. Models compared include 2D, pseudo-3D, and 3D codes, run on up to eight different cases. Documented in this comparison are the differences in length, height, width, pressure, and efficiency. The purpose of this study is to provide the completions engineer with a practical comparison of the available models so that rational decisions can be made as to which model is optimal for a given application.— Warpinski et al [1]
Simulators
Planar 3D models:
- TerraFrac of TerraTek Inc.
- HYFRAC3D by S.H. Advani of Lehigh U. - Planar 3D model
- GOHFER by by Marathon Oil Co. - a unique finite-difference simulator
Planar pseudo-3D models:
- STIMPLAN of NSI Inc.
- ENERFRAC of Shell
- TRIFRAC of S.A. Holditch & Assocs. Inc.
- FRACPRO of Reservoir Engineering Systems (RES) Inc.
- MFRAC-II of Meyer& Assocs.
Classic Perkins-Kern-Nordgren (PKN) and Geertsma-deKlerk (GDK) model:
- PROP of Halliburton
- Chevron 2D model
- Conoco 2D model
- Shell 2D model
- pseudo-3D models run in constant-height mode
Cases
| CASE | 1 | 2 | 3 | 4 |
|---|---|---|---|---|
| Formation Properties | ||||
| Young's modulus, psi | 8.50E+06 | 8.50E+06 | 8.50E+06 | 8.50E+06 |
| Poisson's ratio | 0.21 | 0.21 | 0.21 | 0.21 |
| In situ stress, psi | 5700 | 5700 | 5700 | 5700 |
| Fracture toughness, psi in^0.5 | 2000 | 2000 | 2000 | 2000 |
| Fluid Properties | ||||
| Viscosity, cP | 200 | 200 | ||
| K, (lbf-sec^n)/ft^2 | 0.5 | 0.5 | ||
| n | 0.06 | 0.06 | ||
| Leak-off, ft/min^0.5 | 0.00025 | 0.00025 | 0.00025 | 0.00025 |
| Spurt loss, gal/ft^2 | 0 | 0 | 0 | 0 |
| Other Data | ||||
| Model | PKN | PKN | KGD | KGD |
| Pumping rate, bbl/min | 50 | 50 | 50 | 50 |
| Pumping volume, bbl | 10000 | 10000 | 10000 | 10000 |
| Pupming time, min | 200 | 200 | 200 | 200 |
| Perforated interval, ft | 170* | 170* | 170* | 170* |
| Pay-zone thickness, ft | 170 | 170 | 170 | 170 |
| Depth, ft | 9170-9340 | 9170-9340 | 9170-9340 | 9170-9340 |
* - The PKN and GDK cases were run with a constant height (2-D) set at 170 ft (52 m).
| Interval | Depth (ft) | Zone Thickness (ft) | In Situ Stress (psi) | Poisson's Ratio | Young's Modulus (10^6 psi) | Fracture Toughness (psi/in^0.5) |
|---|---|---|---|---|---|---|
| Single-Layer (2D) Case | ||||||
| 1 | 9170-9340 | 170 | 5700 | 0.21 | 8.5 | 2000 |
| 3-Layer (3D) Case | ||||||
| 1 | 8990-9170 | 180 | 7150 | 0.3 | 6.5 | 2000 |
| 2 | 9170-9340 | 170 | 5700 | 0.21 | 8.5 | 2000 |
| 3 | 9340-9650 | 310 | 7350 | 0.29 | 5.5 | 2000 |
| 5-Layer (3D) Case | ||||||
| 1 | 8990-9170 | 180 | 7150 | 0.3 | 6.5 | 2000 |
| 2 | 9170-9340 | 170 | 5700 | 0.21 | 8.5 | 2000 |
| 3 | 9340-9380 | 40 | 7350 | 0.26 | 5.4 | 2000 |
| 4 | 9380-9455 | 75 | 5800 | 0.2 | 7.9 | 2000 |
| 5 | 9455-9650 | 195 | 8200 | 0.3 | 4.0 | 2000 |
Comparison
The fracture net pressure, half-length and width predicted by different simulators[1] are plotted below in dots. The overlapped fracDesign fracture net pressure, half-length and width shown as lines are in a good agreement with the simulation data.
 Case 1 Net Pressure |  Case 1 Half-length |  Case 1 Width |
 Case 2 Net Pressure |  Case 2 Half-length |  Case 2 Width |
 Case 3 Net Pressure |  Case 3 Half-length |  Case 3 Width |
 Case 4 Net Pressure |  Case 4 Half-length |  Case 4 Width |
fracDesign Models
The fracDesign models from this study are publicly available online at www.pengtools.com and can be opened through the links below:
References
- ↑ 1.0 1.1 1.2 N.R., Warpinski; Z.A., Moschovidis; C.D., Parker; I.S., Abou-Sayed (1994). "Comparison Study of Hydraulic Fracturing Models—Test Case: GRI Staged Field Experiment No. 3 (includes associated paper 28158 )" (SPE-25890-PA). Society of Petroleum Engineers.
