DMSTA Simulation Results Case: STAOpt_1S_C_T Period: 10/27/99 to 03/31/02
Case: STA Optimization test cells 01 South (Control HLR)
Input Series STAOpt01S Tanks in Series 6.0 Surface Area (km2) 0.0022
Simulation Period 10/27/99 thru 03/31/02 Mean Water Load  (cm/d) 3.5 Bypass Volume 0.0%
Output Period 10/27/99 thru 03/31/02 Max Water Load (cm/d) 5.9 Mean Depth (cm) 60
Startup Interval (days) 371 Iterations 1 Inflow Conc  (ppb) 25.3 Max Depth (cm) 71
Avg Interval (days) 7 Inflow P Load (mg/m2-yr) 298 Freq Depth <  5 cm 0.0%
Parameter Set:   EMERG Outflow FWM  Conc (ppb) 11.3 Load Reduction 55%
K  (m/yr) 15.70 Sm (mg/m2)  0 Outflow C with Bypass 11.3 Time Freq Conc > 10 ppb 100%
C1 (ppb) 22.0 Sp (mg/m2) 0 95th Percentile (ppb) 12.3 Vol Freq Conc > 10 ppb 100%
C0  (ppb) 4.0 Qout Intercept 0.0 Outflow Geo. Mean (ppb) 11.2 Storage Turnover (1/yr) 1.1
Zx  (cm) 60 Qout Exponent 0.0 Outflow GM,  Q>0 (ppb) 11.2 Mean Stored P (mg/m2) 538
Wtr Bal Error 0.0% Knet-Plug Flow (m/yr) 10.6 Storage Inc/Net Removal 24%
Mass B Error -0.1% Knet-NCSTR (m/yr) 11.5 Outfl. Seepage (cm/d/cm) 0
Calibration  Statistics for Period: 11/01/00 thru 09/30/01 Mean Mean
Count Observed Predicted Residual Resid% RSE% R2
Mean Depth (cm) 47 60.5 60.5 0.0 0% 0% 100%
Flow (cm/day) 0 #N/A #N/A #N/A #N/A #N/A #N/A
Flow-Wtd-Mean Conc (ppb) 47 35.2 11.2 24.0 215%
Geometric Mean Conc (ppb) 47 30.5 11.0 19.4 176% 109% 0%
Mean Conc (ppb) 47 33.8 11.1 22.7 205% 78% 0%
Outflow Load (mg/m2-d) 0 #N/A #N/A #N/A #N/A #N/A #N/A
Pred Q x Conc (mg/m2-d) 47 1.09 0.35 0.74 215% 84% 0%
 
 
Obs Load2 = Predicted Flow x Obs Conc
Green lines on x axis of concentration plots indicate model calibration period.
06/11/02