Table 4 Computation results of the groundwater pressure head and flow velocity at the section of K13 + 785 to K13 + 831
No. | Grout hole | Length (m) | Water flow (L/s) | Flow velocity (m/s) | Reynolds number | Pressure head (m) | |
|---|---|---|---|---|---|---|---|
Method A | Method B | ||||||
1 | Y2DS-001-01 | 8.00 | 39.20 | 8.87 | 443,654 | 27.40 | 27.22 |
2 | Y2DS-001-02 | 8.00 | 55.90 | 12.65 | 632,659 | 44.93 | 43.95 |
3 | Y2DS-001-03 | 8.00 | 55.10 | 12.47 | 623,605 | 44.95 | 42.63 |
4 | Y2DS-001-04 | 8.00 | 46.10 | 10.43 | 521,746 | 33.90 | 33.66 |
5 | Y2DS-001-05 | 8.00 | 6.20 | 1.40 | 70,170 | 10.78 | 10.78 |
6 | Y2DS-001-06 | 8.00 | 6.20 | 1.40 | 70,170 | 10.78 | 10.78 |
7 | Y2DS-001-07 | 8.00 | 18.40 | 4.16 | 208,246 | 14.14 | 14.09 |
8 | Y2DS-001-08 | 8.00 | 37.59 | 8.51 | 425,432 | 26.03 | 24.87 |
9 | Y2DS-001-09 | 8.00 | 0.20 | 0.05 | 2264 | 10.34 | 10.34 |
10 | Y2DS-001-10 | 8.00 | 0.60 | 0.14 | 6791 | 10.34 | 10.34 |
11 | Y2DS-001-11 | 8.00 | 197.50 | 44.70 | 2,235,245 | 439.74 | 427.93 |
12 | Y2DS-001-12 | 8.00 | 179.40 | 40.61 | 2,030,394 | 364.73 | 354.56 |
13 | Y2DS-001-13 | 8.00 | 10.24 | 2.32 | 115,893 | 11.53 | 11.52 |
14 | Y2DS-001-14 | 8.00 | 0.34 | 0.08 | 3848 | 10.34 | 10.34 |
15 | Y2DS-001-15 | 5.00 | 1.08 | 0.24 | 12,223 | 10.35 | 10.35 |
16 | Y2DS-001-16 | 5.00 | 1.45 | 0.33 | 16,411 | 10.36 | 10.36 |
17 | Y2DS-001-17 | 4.00 | 0.26 | 0.06 | 2943 | 10.34 | 10.34 |
18 | Y2DS-001-18 | 4.00 | 0.62 | 0.14 | 7017 | 10.34 | 10.34 |
19 | Y2DS-001-19 | 4.00 | 0.52 | 0.12 | 5885 | 10.34 | 10.34 |
20 | Y2DS-001-20 | 4.00 | 0.52 | 0.12 | 5885 | 10.34 | 10.34 |