Geological XY-1 Hard Rock Mining Equipment 100m Underground Depth

The XY-1 drilling rig is engineered for core engineering surveys, engineering geological surveys, solid mineral deposit exploration, geological drilling holes, blasting holes, and inspection holes in various concrete structures. Featuring superior rotary torque compared to similar drilling machines, the rotary unit offers multiple speed grades to accommodate different geological layers and drilling project requirements.

• High input power and output torque for superior drilling capacity
• Oil pressure feeding mechanism with hydraulic chuck clamping structure for improved efficiency and reduced labor intensity
• Power head hydraulic control with frame open orifice design for high working efficiency
• Wide drill output speed range with high-speed model suitable for hard rock diamond drilling
• Compact structure, small size, lightweight design for easy disassembly and transport, ideal for hill or mountain operations

To identify the appropriate drill rig for your needs:

• Determine your required drilling depth and diameter specifications
• Establish your budget parameters for appropriate equipment selection

Water well drilling rigs are not recommended for use during rainy conditions. After well completion, pumping tests should be conducted to verify results. Under normal conditions, large drawdown pumping should maintain stable water levels for at least eight hours while measuring dynamic water level flow rates. Construction sites must ensure proper drainage, making rainy season operations inadvisable. During excavation work, slope angles should be determined based on soil mechanical properties, typically 1:1.5, with adequate distance maintained between spoil slopes and excavation openings. For wells with shaft wall water inflow, water inlet holes and inverted filter layers must be arranged according to design specifications, preventing blockage during construction. Filter material enclosures at aquifers must meet requirements with backfill having appropriate super elevation, and frozen soil content in winter backfill should not exceed 15%.