| Literature DB >> 31513604 |
Abstract
Alkaline-Surfactant-Polymer (ASP) flooding is an efficient chemical enhanced oil recovery (EOR) method gaining popularity in the industry. In this paper, the characteristics of three flooding systems with alkyl aryl sulfonate surfactants and a weak alkali concentration, strong alkali concentration and no alkali concentration were investigated. The emulsification, interfacial tension, viscosity, stability, adsorption resistance as well as the oil displacement effect for the flooding systems and simulated oil of the fourth plant of the Daqing Oilfield were measured. The results show that the three alkyl aryl sulphonates surfactants have different emulsification indexes with the weak and strong alkali concentrations possessing the best and worst indexes at 67.00% and 55.17% respectively, and the combination of surfactant and no alkali concentration with an emulsification index of 63.03%. The interfacial tension between the three flooding systems and the simulated oil of the fourth plant of Daqing Oilfield gets as low as 10-3 mN/m, and reduces as far as 10-4mN/m in certain points detected, all with good anti-dilution performance. In terms of interfacial tension stability, the three flooding systems are seen to reach ultra-low interfacial tension within 90 days. For viscosity stability, the addition of a strong alkali and a weak alkali further hydrolyzes the polymer, leading to an initial rise in viscosity and viscosity retention rates above 80%. In terms of adsorption resistance, ultra-low interfacial tension occurs adsorption is reduced by five times for the strong and weak alkali systems, and reduced by four times for the alkali-free system. These results show that all three combination flooding systems have good adsorption resistance. In the evaluation of oil displacement effect, the average chemical flooding recovery rate (33.83%) of the weak alkali-surfactant-polymer (ASP) system is nearly three percent higher (31.34%) than that of the surfactant-polymer (SP) system, and over seven percent higher (26.71%) than that of the strong ASP system.Entities:
Year: 2019 PMID: 31513604 PMCID: PMC6742392 DOI: 10.1371/journal.pone.0219627
Source DB: PubMed Journal: PLoS One ISSN: 1932-6203 Impact factor: 3.240
Flooding schemes.
| name | ASP flooding slug | Experimental scheme |
|---|---|---|
| Scheme 1 | Polymer (1550 mg / L) + 0.4 wt.% synergist + 0.3 wt.% alkali-free system | Water flooding +0.3 PV SP flooding (40 cp) +0.2 PV polymer flooding (40 cp) + subsequent water flooding |
| Scheme 2 | Polymer (1700 mg / L) + 0.3 wt.% surfactant + 1.2 wt.% weak alkali | Water flooding +0.3 PV weak alkali ASP flooding (40 cp) +0.2 PV polymer flooding (40 cp) + subsequent water flooding |
| Scheme 3 | Polymer (1820 mg/L) +0.3wt.% surfactant + 1.2 wt.% strong alkali | Water flooding +0.3 PV strong alkali ASP flooding (40 cp) +0.2 PV polymer flooding (40 cp) + subsequent water flooding |
Emulsification index of different flooding systems.
| Flooding system | |||
|---|---|---|---|
| 1.2 wt.% NaOH + 0.3 wt.% strong alkali system XWY-I | 73.22 | 41.57 | 55.17 |
| 1.2 wt.% Na2CO3 + 0.3 wt.% weak alkali system XWY-II | 94.21 | 47.65 | 67.00 |
| 0.4 wt.% synergist +0.3 wt.% alkali-free system XWY-III | 86.58 | 45.89 | 63.03 |
Interfacial tension between strong alkali ASP system and simulated oil.
| Detection point ( | Rotating speed/ (r/min) | Polymer concentration / (ppm) | Test time (min) | |||||
|---|---|---|---|---|---|---|---|---|
| 20 | 40 | 60 | 80 | 100 | 120 | |||
| IFT×10−3 (mN/m) | ||||||||
| 0.05/0.6 | 4750 | 1000 | 7.10 | 4.36 | 3.63 | 2.18 | 2.18 | 1.95 |
| 0.05/1.0 | 3300 | 1000 | 1.75 | 1.59 | 1.16 | 1.03 | 1.16 | 6.28 |
| 0.20/0.8 | 4750 | 1000 | 5.94 | 4.60 | 3.16 | 2.30 | 1.62 | 5.47 |
| 0.20/1.2 | 3300 | 1000 | 5.20 | 5.20 | 4.48 | 4.15 | 4.48 | 3.90 |
| 0.30/1.2 | 3300 | 1500 | 6.15 | 5.05 | 5.82 | 5.43 | 5.43 | 4.76 |
Interfacial tension between weak alkali ASP system and simulated oil.
| Detection point ( | Rotating speed/ (r/min) | Polymer concentration / (ppm) | Test time (min) | |||||
|---|---|---|---|---|---|---|---|---|
| 20 | 40 | 60 | 80 | 100 | 120 | |||
| IFT×10−3 (mN/m) | ||||||||
| 0.05/0.6 | 4750 | 1000 | 18.4 | 9.45 | 6.09 | 4.76 | 2.99 | 1.78 |
| 0.05/1.0 | 3300 | 1000 | 1.75 | 1.16 | 1.43 | 1.93 | 3.23 | 3.50 |
| 0.20/0.8 | 4750 | 1000 | 12.1 | 6.95 | 5.02 | 4.60 | 4.60 | 5.02 |
| 0.20/1.2 | 3300 | 1000 | 2.84 | 1.99 | 1.32 | 0.95 | 0.42 | 3.30 |
| 0.30/1.2 | 3300 | 1500 | 8.81 | 7.79 | 5.05 | 4.62 | 3.58 | 3.01 |
Interfacial tension between SP system and simulated oil.
| Detection point( | Rotating speed/ (r/min) | Polymer concentration / (ppm) | Test time (min) | |||||
|---|---|---|---|---|---|---|---|---|
| 20 | 40 | 60 | 80 | 100 | 120 | |||
| IFT×10−3 (mN/m) | ||||||||
| 0.05/0.4 | 4750 | 400 | 44.9 | 21.6 | 13.8 | 6.58 | 5.18 | 2.70 |
| 0.10/0.4 | 4750 | 400 | 16.2 | 4.00 | 1.48 | 0.84 | 0.50 | 0.41 |
| 0.20/0.4 | 4750 | 800 | 16.4 | 9.99 | 8.08 | 5.02 | 4.21 | 3.49 |
| 0.30/0.4 | 4750 | 1200 | 18.2 | 6.31 | 5.38 | 3.80 | 3.42 | 4.12 |
Fig 1Interfacial tension stability curves of three kinds of combination flooding systems.
Fig 2Viscosity stability curves of three kinds of combination flooding systems.
Fig 3Adsorption interfacial tension curves of three kinds of combination flooding systems.
Statistical results of oil displacement test.
| Experiment scheme | Core number | Permeability to water | Porosity | Oil saturation | Water flooding recovery | Chemical flooding recovery | Chemical injection slug recovery | Subsequent water flooding recovery | Total recovery |
|---|---|---|---|---|---|---|---|---|---|
| (mD) | (%) | (%) | (%) | (%) | (%) | (%) | (%) | ||
| Scheme 11 | 1811–1 | 204 | 20.54 | 63.59 | 37.10 | 30.84 | 20.52 | 10.32 | 67.94 |
| Scheme 21 | 1811–2 | 204 | 20.46 | 65.10 | 38.10 | 32.93 | 22.00 | 10.93 | 71.03 |
| Scheme 31 | 1811–3 | 215 | 20.59 | 64.85 | 37.41 | 27.10 | 20.02 | 7.08 | 64.51 |
| Scheme 12 | 1811–4 | 201 | 19.64 | 67.90 | 37.05 | 31.83 | 19.71 | 12.12 | 68.88 |
| Scheme 22 | 1811–5 | 150 | 20.19 | 64.55 | 37.81 | 34.73 | 21.67 | 13.06 | 72.54 |
| Scheme 32 | 1811–6 | 139 | 20.06 | 63.05 | 38.28 | 26.31 | 19.08 | 7.23 | 64.59 |
Fig 4Relationship between injection pressure and injection volume for different flooding systems.
Fig 5Relationship between water content and injection volume of different flooding systems.
Fig 6Relationship between recovery ratio and injection volume of different flooding systems.