Design calculation of packed tower simulation results

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UNIT 1, ‘T1’ (Cont) PACKED COLUMN DATA SECTION 1 PACKED HEIGHT = 11.23 M COLUMN ID = 0.800 M PACKING TYPE (NORTON) = Pall rings, plastic PACKING FACTOR = 220.00 M2/M3 NOMINAL PACKING DIAMETER = 38.000 MM CAPACITY METHOD = fraction of flood HETP METHOD = Norton DP METHOD = Norton TRAY ---PRESSURE DROP---- PRESSURE HETP MM H2O/M KPA KPAG M ---- --------- -------- -------- -------- 2 9.8222 0.0635 -1.980 0.660 3 9.8131 0.0635 -1.916 0.660 4 9.7978 0.0634 -1.853 0.660 5 9.7807 0.0633 -1.790 0.660 6 9.7648 0.0632 -1.726 0.660 7 9.7514 0.0631 -1.663 0.660 8 9.7411 0.0630 -1.600 0.660 9 9.7333 0.0630 -1.537 0.660 10 9.7277 0.0629 -1.474 0.660 11 9.7239 0.0629 -1.411 0.660 12 9.7212 0.0629 -1.348 0.660 13 9.7195 0.0629 -1.286 0.660 14 9.7184 0.0629 -1.223 0.660 15 9.7178 0.0629 -1.160 0.660 16 9.7175 0.0629 -1.097 0.660 17 9.7174 0.0629 -1.034 0.660 18 9.7206 0.0629 -0.971 0.660 TRAY X Y DESIGN FLOOD FLOOD M/SEC M/SEC APPROACH ---- ------- ------- -------- -------- -------- 2 0.2421 0.4162 0.025 0.064 0.397 3 0.2410 0.4166 0.025 0.064 0.396 4 0.2401 0.4166 0.025 0.065 0.394 5 0.2394 0.4164 0.025 0.065 0.393 6 0.2390 0.4162 0.026 0.065 0.392 7 0.2387 0.4159 0.026 0.065 0.392 8 0.2385 0.4157 0.026 0.065 0.391 9 0.2383 0.4156 0.026 0.065 0.391 10 0.2382 0.4154 0.026 0.065 0.391 11 0.2382 0.4153 0.026 0.065 0.390 12 0.2381 0.4153 0.026 0.065 0.390 13 0.2381 0.4152 0.026 0.065 0.390 14 0.2381 0.4152 0.026 0.065 0.390 15 0.2381 0.4152 0.026 0.065 0.390 16 0.2381 0.4152 0.026 0.065 0.390