Analysis of the core content of the standard
| Management links | Key indicators | Special requirements |
| Site selection | Distance between foundation layer and groundwater ≥3m | Avoid active fault zones/hundred-year flood lines |
| Impeccable system | Permeability coefficient of double artificial lining ≤1×10-12cm/s | Thickness of primary and secondary linings ≥2.0mm |
| Monitoring period | Regular monitoring for 30 years | Detection of Radon Emission Rate/γ Dose Rate |
Detailed Explanation of Key Technical Terms
4.1.3 Three Simultaneous Principles
Pollution prevention and control facilities must be designed, constructed and put into operation simultaneously with the main project. Typical case: A rare earth smelter built a tailings reservoir with an anti-seepage coefficient of 1×10-12cm/s.
6.2.4 Anti-seepage System Architecture
Natural foundation layer + Clay anti-seepage layer + Double artificial lining form a composite barrier. The practice of a zirconium mine shows that this structure can reduce uranium leakage by 99.7%.
Implementation recommendations
- Materials with uranium activity > 400Bq/g need to have their protection levels upgraded
- Landfills should be equipped with a leakage detection layer (Clause 6.2.6)
- Establish an electronic record system for radioactive waste
Analysis of standard evolution
Compared with GB 23727 uranium ore standard, this specification innovatively proposes:
- Expand the applicability to 16 types of non-uranium ores
- Clarify the technical parameters of double artificial lining
- Introduce a 30-year monitoring period system