Table 2 Measured and calculated parameters for all selected scaffolds by using the proposed experimental and theory-based approaches.
| Â | Â | Parameter | PS1 | PS2 | RS1 | RS2 | CS1 | CS2 |
|---|---|---|---|---|---|---|---|---|
Measurement | Sample | L (m) | (4.91 ± 0.04) × 10–3 | (4.95 ± 0.05) × 10–3 | (5.13 ± 0.01) × 10–3 | (5.26 ± 0.13) × 10–3 | (3.58 ± 0.05) × 10–3 | (4.66 ± 0.06) × 10–3 |
A (m2) | (7.82 ± 0.18) × 10–5 | (8.03 ± 0.01) × 10–5 | (7.60 ± 0.24) × 10–5 | (7.51 ± 0.34) × 10–5 | (8.17 ± 0.54) × 10–5 | (7.90 ± 0.39) × 10–5 | ||
PTB | Q (ml/min) | 4.84 ± 0.31 | 4.67 ± 0.16 | 4.69 ± 0.08 | 4.58 ± 0.19 | 4.90 ± 0.02 | 4.99 ± 0.02 | |
Δpsample (Pa) | 14.9 ± 2.58 | 10.8 ± 3.35 | 22.1 ± 4.32 | 22.9 ± 5.13 | 124.0 ± 12.4 | 63.5 ± 16.1 | ||
Calculation | Theory-based approach | k (m2) | 3.95 × 10–10 |  |  |  |  | |
PTB | k ± Uk (m2) | (3.39 ± 0.63) × 10–10 | (4.44 ± 1.38) × 10–10 | (2.39 ± 0.47) × 10–10 | (2.33 ± 0.54) × 10–10 | (2.89 ± 0.35) × 10–11 | (7.73 ± 2.00) × 10–11 | |
ATB | k ± Uk (m2) | (3.70 ± 0.31) × 10–10 | (4.35 ± 0.45) × 10–10 | (2.07 ± 0.27) × 10–10 | (2.33 ± 0.29) × 10–10 | (2.63 ± 0.23) × 10–11 | (8.81 ± 0.93) × 10–11 | |
PTB vs ATB | En | 0.45 | 0.06 | 0.58 | 0 | 0.62 | 0.49 | |
