5 statistical criteria are adopted for this calibration:
| Dongkeng 2km | MAE | RRMSE | EF | CD | Mean |
| Obs. | 0 | 0 | 1 | 1 | 35.15 |
| Kx=10-4; Kz=10-6; n=0.1 | 15.92 | 1.52 | 0.60 | 3.56 | 22.74 |
| Kx=10-4; Kz=10-7; n=0.1 | 14.78 | 1.24 | 0.74 | 0.96 | 28.14 |
| Kx=10-4; Kz=10-6; n=1 | 18.13 | 1.99 | 0.32 | 14.16 | 23.10 |
| Kx=10-4; Kz=10-7; n=1 | 14.50 | 1.53 | 0.60 | 2.92 | 27.60 |
| Kx=10-6; Kz=10-6; n=0.1 | 17.56 | 1.28 | 0.72 | 0.88 | 22.02 |
| Kx=10-6; Kz=10-7; n=0.1 | 17.86 | 1.34 | 0.69 | 0.81 | 23.65 |
| Kx=10-6; Kz=10-6; n=1 | 14.91 | 1.43 | 0.65 | 1.84 | 23.39 |
| Kx=10-6; Kz=10-7; n=1 | 14.27 | 1.39 | 0.67 | 1.85 | 24.06 |
| Jiuzhou 2km | MAE | RRMSE | EF | CD | Mean |
| Obs. | 0 | 0 | 1 | 1 | 13.25 |
| Kx=10-4; Kz=10-6; n=0.1 | 4.46 | 0.80 | 0.80 | 1.15 | 9.79 |
| Kx=10-4; Kz=10-7; n=0.1 | 7.77 | 1.79 | -0.02 | 0.31 | 11.80 |
| Kx=10-4; Kz=10-6; n=1 | 4.34 | 1.14 | 0.59 | 3.51 | 10.12 |
| Kx=10-4; Kz=10-7; n=1 | 5.50 | 1.20 | 0.54 | 0.77 | 11.34 |
| Kx=10-6; Kz=10-6; n=0.1 | 10.25 | 1.94 | -0.20 | 0.28 | 9.12 |
| Kx=10-6; Kz=10-7; n=0.1 | 10.60 | 1.99 | -0.25 | 0.27 | 9.36 |
| Kx=10-6; Kz=10-6; n=1 | 8.50 | 1.48 | 0.30 | 0.49 | 10.04 |
| Kx=10-6; Kz=10-7; n=1 | 8.28 | 1.45 | 0.33 | 0.50 | 10.17 |
Best case is marked in yellow.
Hydrograph Plots:
Dongkeng Best Simulation: Kx=10-4 m/sec; Kz=10-7 m/sec; n=0.1 sec/m⅓
Jiuzhou Best Simulation: KX = 10-4 m/sec, KZ = 10-6 m/sec, n = 0.1 sec/m⅓
Based on the optimal parameters obtained in XZJ from 1969-1972, the simulation is extended to the whole East River basin. Please Refer to SimB here.
