Discharge classification | K | P | L(m) | Discharge routes |
End-order drainage canal | 1.203 | 0.910 | 300 | in the block |
Second, Third drainage canal | 0.903 | 0.860 | 500 | in the block |
No. 3-1(1) | 0.763 | 0.778 | 1845 | T1-T2 |
No. 3-1(2) | 0.976 | 0.753 | 1204 | T2-T3 |
No. 3-1(3) | 0.993 | 0.730 | 154 | T3-T7 |
No. 3-2(1) | 0.958 | 0.706 | 3386 | T3-T9 |
No. 3-2(2) | 0.893 | 0.707 | 1206 | T9-T10 |
No. 3-3(1) | 0.931 | 0.759 | 617 | T7-T8 |
No. 3-3(2) | 1.035 | 0.675 | 3121 | T8-T10 |
No. 3-3(3) | 1.520 | 0.670 | 187 | T10-T11 |
No. 3-5(1) | 1.063 | 0.810 | 584 | T8-T13 |
No. 3-5(2) | 1.247 | 0.664 | 5070 | T13-T14 |
No. 2-4(1) | 1.077 | 0.838 | 3315 | T5-T6 |
No. 2-4(5) | 1.077 | 0.838 | 2530 | T6-T4 |
Yagoshi River | 1.683 | 0.694 | 1600 | T14-T12 |
Kurabe River | 1.670 | 0.692 | 3170 | T11-T15 |