Research Article
Numerical Optimization of Drilling Parameters for Gas Predrainage and Excavating-Drainage Collaboration on Roadway Head
Table 2
Drilling layout parameters of different schemes.
| | Borehole order | Predrainage | Excavating drainage | | 1# | 2# | 3# | 4# | 5# | 1# | 2# | 3# | 4# | 5# | 6# |
| Scheme one | Angle between borehole and middle line of the roadway/° | 0 | 0 | 0 | 0 | 0 | 0 | 1 | 2 | 4 | 6 | 7 | Drilling spacing/m | 1.8 | 0.5 | Scheme two | Angle between borehole and middle line of the roadway/° | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | Drilling spacing/m | 1.8 | 0.5 | Scheme three | Angle between borehole and middle line of the roadway/° | 0 | 0 | 0 | 0 | 0 | 1 | 3 | 5 | 7 | 9 | 11 | Drilling spacing/m | 1.8 | 0.5 | Scheme four | Angle between borehole and middle line of the roadway/° | 0 | 0 | 0 | 0 | 0 | 0 | 1 | 2 | 4 | 6 | 7 | Drilling spacing/m | 1.3 | 0.1 | Scheme five | Angle between borehole and middle line of the roadway/° | 0 | 0 | 0 | 0 | 0 | 0 | 1 | 2 | 4 | 6 | 7 | Drilling spacing/m | 2.3 | 0.9 |
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