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FLSmidth USA, Inc. <br /> 7158 S FLSmidth Drive • Midvale • UT 84047-5559 • USA M ' D T H <br /> Appendix D - 2-L Static Test Results <br /> Thickener Test Summary for Revenue Mine Aril 10, 2017 <br /> Job: Ouray Undecanted Slurry Vol(nil): 2000.00 Depth Correction Type: Auto <br /> Test: Ouray Weight(g): 2137.89 Exponent: <br /> Company: Revenue M ine Decanted Slurry Vol(nil): 245.00 OF%Solids: Final: 56.13 <br /> Address: Colorado Weight(g): 382.89 Ultimate: 56.13 <br /> M aterial: Zn Ro Tailings Dry Solids Weight(g): 214.92 Init Settling Vel(m/hr): 27.39 <br /> Flocculant: AN-926VHM Settling Vessel Size(ml/ft): 1460.00 Intial Feed Concentration: 10.05 <br /> Concentration(g/1): 0.10 Ultimate Interface Height(nil): 245.00 Reference Mud Depth(m) 1.00 <br /> Volume Added(nil): 52.00 Specific Gravity Supematant: 1.00 Flux Rate(TPH/m sq): 1.41 <br /> Dosage(g/mt): 24.20 Specific Gravity Solids: 2.79 <br /> Notes: <br /> Underflow Underflow CU Unit Area Unit Area Depth Average Mud Unit Volume <br /> Time(min) Height(ml) Weight% Uncorrected Corrected Correction <br /> Solids (mt/cu.m) (s4 m/mt ) ( 4�m/mt ) � <br /> d s d onent Depth(m) (cu.m/mtpd) <br /> ' P P <br /> 0 2000 56.13 0.8772 0.6477 0.0851 0.7344 0.0631 0.0409 <br /> 0.1 1800 56.00 0.8740 0.6358 0.0843 0.7344 0.0641 0.0408 <br /> 0.1833333 1600 55.00 0.8499 0.5518 0.0768 0.7344 0.0700 0.0386 <br /> 0.2666667 1400 54.00 0.8263 0.4687 0.0686 0.7344 0.0731 0.0343 <br /> 0.3666667 1200 53.00 0.8031 0.3928 0.0602 0.7344 0.0775 0.0304 <br /> 0.4666667 1000 52.00 0.7803 0.3118 0.0530 0.7266 0.0800 0.0250 <br /> 0.7 800 51.00 0.7580 0.3091 0.0488 0.7247 0.0829 0.0256 <br /> 1 600 50.00 0.7361 0.2638 0.0448 0.7227 0.0865 0.0228 <br /> 2 580 49.00 0.7147 0.2179 0.0395 0.7227 0.0909 0.0198 <br /> 4.5 420 48.00 0.6936 0.1796 0.0355 0.7206 0.0970 0.0174 <br /> 7.5 340 47.00 0.6729 0.1477 0.0341 0.6465 0.1040 0.0154 <br /> 10 310 46.00 0.6526 0.1212 0.0338 0.6413 0.1077 0.0131 <br /> 25 260 45.00 0.6327 0.1183 0.0335 0.6332 0.1118 0.0132 <br /> 40 250 44.00 0.6131 0.1062 0.0333 0.5330 0.1155 0.0123 <br /> 60 245 43.00 0.5938 0.0958 0.0327 0.5330 0.1182 0.0113 <br /> Figure 17: 2-L Static Test Results <br /> Page I iv <br />