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The seepage analysis for the Tailings Storage Facility (TSF) was conducted using the SEEP/W program to evaluate phreatic surfaces and seepage loss during Stage 1 and Stage Final. Key parameters included maximum pond elevations and slopes for both stages, with steady-state and transient modeling performed under average and storm conditions. The model incorporated site-specific subsurface conditions, including a compacted clay liner and basin drains.

Author

sgslost

Language

EN