Table 3 Computation results of the groundwater pressure head and flow velocity at the section of K12 + 737 to K12 + 744
No. | Grout hole | Length (m) | Water flow (L/s) | Flow velocity (m/s) | Reynolds number | Pressure head (m) | |
|---|---|---|---|---|---|---|---|
Method A | Method B | ||||||
1 | Y2DS-003-01 | 6 | 7.3 | 1.65 | 82,619 | 10.85 | 10.84 |
2 | Y2DS-003-02 | 6 | 13.7 | 3.10 | 155,052 | 12.11 | 12.05 |
3 | Y2DS-003-03 | 6 | 17.1 | 3.87 | 193,533 | 13.09 | 12.95 |
4 | Y2DS-003-04 | 2 | 14.6 | 3.30 | 165,238 | 11.56 | 11.56 |
5 | Y2DS-003-05 | 6 | 14.1 | 3.19 | 159,579 | 12.21 | 12.19 |
6 | Y2DS-003-06 | 8 | 16.2 | 3.67 | 183,347 | 13.29 | 13.15 |
7 | Y2DS-003-07 | 6 | 7.7 | 1.74 | 87,146 | 10.91 | 10.90 |
8 | Y2DS-003-08 | 8 | 4.1 | 0.93 | 46,403 | 10.48 | 10.45 |
9 | Y2DS-003-09 | 6 | 4.8 | 1.09 | 54,325 | 10.56 | 10.54 |
10 | Y2DS-003-10 | 8 | 10 | 2.26 | 113,177 | 11.48 | 11.46 |