Author Contributions
Conceptualization, K.Z., B.J. and Z.F.; Methodology, K.Z., B.J., K.F. and J.Y.; Validation, K.Z.; Resources, B.J.; Writing—original draft, K.Z.; Writing—review & editing, B.J., E.K.D., K.F., J.Y. and Z.F.; Supervision, B.J.; Project administration, B.J. All authors have read and agreed to the published version of the manuscript.
Figure 1.
The gap-to-method map.
Figure 1.
The gap-to-method map.
Figure 2.
The core model experiment schematic diagram.
Figure 2.
The core model experiment schematic diagram.
Figure 3.
Schematic diagram of the core network model experiment.
Figure 3.
Schematic diagram of the core network model experiment.
Figure 4.
The relative permeability curves for different flooding methods.
Figure 4.
The relative permeability curves for different flooding methods.
Figure 5.
Schematic diagram of oil and water well distribution. (a) Schematic diagram of initial pattern. (b) Direct line drive diagram. (c) Staggered line drive diagram. (d) Five-spot diagram. (e) Nine-spot diagram.
Figure 5.
Schematic diagram of oil and water well distribution. (a) Schematic diagram of initial pattern. (b) Direct line drive diagram. (c) Staggered line drive diagram. (d) Five-spot diagram. (e) Nine-spot diagram.
Figure 6.
The microscopic residual oil distributions after water flooding and polymer–water synergistic flooding.
Figure 6.
The microscopic residual oil distributions after water flooding and polymer–water synergistic flooding.
Figure 7.
(a) The overall distribution of the remaining oil after water flooding. (b) The overall distribution of the remaining oil after polymer–water synergistic flooding.
Figure 7.
(a) The overall distribution of the remaining oil after water flooding. (b) The overall distribution of the remaining oil after polymer–water synergistic flooding.
Figure 8.
Comparison of displacement efficiency among water flooding, polymer–water synergistic flooding, and polymer flooding.
Figure 8.
Comparison of displacement efficiency among water flooding, polymer–water synergistic flooding, and polymer flooding.
Figure 9.
(a) The water-cut relation between coreflood and the numerical simulation of the water flooding experiment. (b) The displacement efficiency relation between coreflood and the numerical simulation of the water flooding experiment.
Figure 9.
(a) The water-cut relation between coreflood and the numerical simulation of the water flooding experiment. (b) The displacement efficiency relation between coreflood and the numerical simulation of the water flooding experiment.
Figure 10.
The distribution for residual oil saturation of water flooding.
Figure 10.
The distribution for residual oil saturation of water flooding.
Figure 11.
The displacement efficiency of water flooding and polymer–water synergistic flooding in different development strategies. (a) Injection–production intensity. (b) Bottom-hole flowing pressure. (c) Well density.
Figure 11.
The displacement efficiency of water flooding and polymer–water synergistic flooding in different development strategies. (a) Injection–production intensity. (b) Bottom-hole flowing pressure. (c) Well density.
Figure 12.
The relation between water cut and displacement efficiency with well pattern density (comparison of displacement efficiency by column chart; comparison of water cut by scatter diagram).
Figure 12.
The relation between water cut and displacement efficiency with well pattern density (comparison of displacement efficiency by column chart; comparison of water cut by scatter diagram).
Figure 13.
The relation between water cut and displacement efficiency with injection–production intensity (comparison of displacement efficiency by column chart; comparison of water cut by scatter diagram).
Figure 13.
The relation between water cut and displacement efficiency with injection–production intensity (comparison of displacement efficiency by column chart; comparison of water cut by scatter diagram).
Figure 14.
The relation between water cut and displacement efficiency with bottom-hole flowing pressure (comparison of displacement efficiency by column chart; comparison of water cut by scatter diagram).
Figure 14.
The relation between water cut and displacement efficiency with bottom-hole flowing pressure (comparison of displacement efficiency by column chart; comparison of water cut by scatter diagram).
Figure 15.
Two-factor synergistic comparison of development strategies. (a) Well pattern density and bottom-hole flowing pressure response surface. (b) Well pattern density and bottom-hole flowing pressure contour plot. (c) Bottom-hole flowing pressure and injection–production intensity response surface. (d) Bottom-hole flowing pressure and injection–production intensity contour plot. Well pattern density and injection–production intensity contour plot. (e) Well pattern density and injection–production intensity response surface. (f) Well pattern density and bottom-hole flowing pressure contour plot.
Figure 15.
Two-factor synergistic comparison of development strategies. (a) Well pattern density and bottom-hole flowing pressure response surface. (b) Well pattern density and bottom-hole flowing pressure contour plot. (c) Bottom-hole flowing pressure and injection–production intensity response surface. (d) Bottom-hole flowing pressure and injection–production intensity contour plot. Well pattern density and injection–production intensity contour plot. (e) Well pattern density and injection–production intensity response surface. (f) Well pattern density and bottom-hole flowing pressure contour plot.
Figure 16.
The relation between water cut and displacement efficiency under (a) various IPVs (0, 0.05, 0.15, 0.20, and 0.25) and a constant RRF of 1.5; (b) various RRFs (1, 1.5, 1.8, and 2) and a constant IPV of 0.05; (c) various polymer adsorption indices (0, 0.05, 0.15, 0.20, and 0.25).
Figure 16.
The relation between water cut and displacement efficiency under (a) various IPVs (0, 0.05, 0.15, 0.20, and 0.25) and a constant RRF of 1.5; (b) various RRFs (1, 1.5, 1.8, and 2) and a constant IPV of 0.05; (c) various polymer adsorption indices (0, 0.05, 0.15, 0.20, and 0.25).
Figure 17.
Two-factor comparison of physical fluid properties: (a) slug transition timing and slug response surface; (b) polymer slug volume and viscosity response surface; (c) slug transition timing and slug contour plot; (d) polymer slug volume and viscosity contour plot.
Figure 17.
Two-factor comparison of physical fluid properties: (a) slug transition timing and slug response surface; (b) polymer slug volume and viscosity response surface; (c) slug transition timing and slug contour plot; (d) polymer slug volume and viscosity contour plot.
Table 1.
Comparison of different displacement methods.
Table 1.
Comparison of different displacement methods.
| Category | Reservoir Type | Injection Method | Reported Gain |
|---|
| Water flooding | Sandstone/carbonate reservoirs | Injection low-salinity engineered water | Low-salinity waterflooding commonly adds 2–6% OOIP |
| Polymer flooding | Medium/high viscosity oil reservoirs | HPAM (high-MW partially hydrolyzed polyacrylamide) | Typically 7–10% OOIP, sometimes higher with advanced polymers |
| Polymer–water synergistic flooding | Medium permeability reservoirs | Copolymers with alternating water slugs | Typically 4–7% OOIP |
Table 2.
The formula of formation water.
Table 2.
The formula of formation water.
| Ions | CO32− | HCO3− | Cl | Mg2+ | K+ + Na+ | Ca2+ | Total |
|---|
| Concentration, mg/L | 255 | 2332 | 816 | 10 | 1549 | 33 | 4995 |
Table 3.
The properties of core samples and the experiment.
Table 3.
The properties of core samples and the experiment.
| Property | Value |
|---|
| Core lithology | sandpack |
| Diameter, mm | 12.51 |
| Length, mm | 98.45 |
| Pressure, MPa | 0.1–0.2 |
| Permeability, mD | 391 |
| Polymer concentration (HPAM), mg/L | 1000 |
| Polymer viscosity, cP | 21 |
| Polymer slug size, PV | 0.10 |
Table 4.
The specific parameters of the model.
Table 4.
The specific parameters of the model.
| Parameters | Value | Parameters | Value |
|---|
| Permeability, mD | 2000 | Crude oil density, kg·m3 | 925 |
| Porosity, % | 30 | Crude oil viscosity, cP | 21 |
| Residual resistance index | 1.5 | Polymer viscosity, cP | 21.5 |
| Adsorption index | 1 | Total PV | 13.75 |
| Maximum polymer adsorption | 0.005 | Grid dimensions | 101 × 51 × 1 |
| Grid dimension (∆x, ∆y, ∆z), m | 2 × 3 × 1 | Initial reference depth, m | 1250 |
| Oil-Water Contact, m | 1250 | Rock compressibility, bar−1 | 0.0003231 |
| Water viscosity, cP | 0.43 | Reference pressure (PVTW), bar | 125 |
| Polymer–rock resistance factor | 1.5 | Polymer–rock adsorption index | 0.16 |
| Initial reservoir pressure, bar | 106 | Water injection PV | 13.65 |
| Injection rate, m3/(d·m) | 2 | Production rate, m3/(d·m) | 2 |
Table 5.
The plyvisc and plyads parameters of the model.
Table 5.
The plyvisc and plyads parameters of the model.
| Polymer Concentration, kg/m3 | Polymer Viscosity, cp | Polymer Concentration, kg/m3 | Polymer Adsorption, kg/kg-Rock |
|---|
| 0.0 | 1.0 | 0.0 | 0.000000 |
| 0.5 | 8.0 | 0.3 | 0.000011 |
| 1.0 | 15.0 | 0.5 | 0.000012 |
| 2.0 | 21.5 | 0.8 | 0.000013 |
| 2.5 | 30.0 | 1.0 | 0.000014 |
| 5.0 | 43.0 | 3.0 | 0.000015 |
Table 6.
The parameters of the development strategies.
Table 6.
The parameters of the development strategies.
| Injection–Production Intensity, m3/(d·m) | Bottom-Hole Flowing Pressure, MPa | Well Pattern Density, Well/km2 |
|---|
| 1 | 8.7 | 50 |
| 2 | 10.6 | 83 |
| 3 | 12.5 | 117 |
| 4 | 14.4 | 150 |
| 5 | 16.3 | 183 |
Table 7.
The parameters of the synergistic mechanisms of development strategies.
Table 7.
The parameters of the synergistic mechanisms of development strategies.
| P/P0 | Well Pattern Density, Well/km2 | Injection- Production Intensity, m3/(d·m) |
|---|
| 0.70 | 50 | 1 |
| 0.85 | 50 | 1 |
| 1.00 | 50 | 1 |
| 1.15 | 50 | 1 |
| 1.30 | 50 | 1 |
| 0.70 | 84 | 2 |
| 0.85 | 84 | 2 |
| 1.00 | 84 | 2 |
| 1.15 | 84 | 2 |
| 1.30 | 84 | 2 |
| 0.70 | 117 | 3 |
| 0.85 | 117 | 3 |
| 1.00 | 117 | 3 |
| 1.15 | 117 | 3 |
| 1.30 | 117 | 3 |
| 0.70 | 150 | 4 |
| 0.85 | 150 | 4 |
| 1.00 | 150 | 4 |
| 1.15 | 150 | 4 |
| 1.30 | 150 | 4 |
| 0.70 | 183 | 5 |
| 0.85 | 183 | 5 |
| 1.00 | 183 | 5 |
| 1.15 | 183 | 5 |
| 1.30 | 183 | 5 |
Table 8.
The parameters of the synergistic mechanisms of fluid properties.
Table 8.
The parameters of the synergistic mechanisms of fluid properties.
| Polymer Transition Timing, Year | Polymer Slugs | Polymer PV | Polymer Viscosity, cP |
|---|
| 5 | 1 | 0.054 | 15.0 |
| 10 | 1 | 0.054 | 21.5 |
| 15 | 1 | 0.054 | 25.0 |
| 20 | 1 | 0.054 | 30.0 |
| 25 | 1 | 0.054 | 40.0 |
| 5 | 2 | 0.108 | 15.0 |
| 10 | 2 | 0.108 | 21.5 |
| 15 | 2 | 0.108 | 25.0 |
| 20 | 2 | 0.108 | 30.0 |
| 25 | 2 | 0.108 | 40.0 |
| 5 | 3 | 0.162 | 15.0 |
| 10 | 3 | 0.162 | 21.5 |
| 15 | 3 | 0.162 | 25.0 |
| 20 | 3 | 0.162 | 30.0 |
| 25 | 3 | 0.162 | 40.0 |
| 5 | 4 | 0.216 | 15.0 |
| 10 | 4 | 0.216 | 21.5 |
| 15 | 4 | 0.216 | 25.0 |
| 20 | 4 | 0.216 | 30.0 |
| 25 | 4 | 0.216 | 40.0 |
| 5 | 5 | 0.270 | 15.0 |
| 10 | 5 | 0.270 | 21.5 |
| 15 | 5 | 0.270 | 25.0 |
| 20 | 5 | 0.270 | 30.0 |
| 25 | 5 | 0.270 | 40.0 |
Table 9.
The distribution and mechanism of different types of remaining oil.
Table 10.
A comparison of the core network models of water flooding and polymer–water synergistic flooding.
Table 10.
A comparison of the core network models of water flooding and polymer–water synergistic flooding.
| | Type | Network/mm2 | Filamentous /mm2 | Oil Film/mm2 | Columnar/mm2 | Droplet/mm2 |
|---|
| Regime | |
|---|
| Initial condition | 104.70 | 0.00 | 0.00 | 1.26 | 0.16 |
| Water flooding | 24.79 | 8.75 | 11.08 | 4.12 | 1.66 |
| Synergistic flooding | 0.00 | 0.00 | 14.00 | 3.17 | 5.46 |
Table 11.
The displacement efficiency of water flooding and polymer–water synergistic flooding in different well pattern forms.
Table 11.
The displacement efficiency of water flooding and polymer–water synergistic flooding in different well pattern forms.
| Type | Initial Pattern/% | Direct Line Drive/% | Staggered Line Drive/% | Five-Spot (1/2)/% | Nine-Spot (1/2)/% |
|---|
| Water flooding | 64.04 | 69.41 | 69.72 | 68.18 | 69.57 |
| polymer–water synergistic flooding | 69.02 | 74.31 | 74.76 | 73.12 | 73.24 |