The dewatering system configuration and stream flow rates are calculated for both problems i.e., for P1 and P2 . For P2, the equipment design is also determined. These models/problems are independent of one another and can be used as per the objectives of the designer.
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Means of enhancing the dewatering, densifi ion, and strengthening of beached tailings are also described. Ranges of tailings shear strength, consolidation, and hydraulic conductivity or permeability parameters are provided for different tailings deposits, and the impli ions for bearing capacity and settlement, and cover performance, are given.
Dewatering Optimization: Why We Care 8 $2.5 –$3.5M in annual dewatering costs Complexity includes multiple variables Targeted biosolids cake %TS –Hauling and land appli ion regularity Targeted dewatering capture efficiency type and