DMSTA Simulation Results Case: STAOpt_5N_C_T Period: 01/01/99 to 03/31/02
Case: STA Optimization test cells 05 North (Control)
Input Series STAOpt05N Tanks in Series 6.0 Surface Area (km2) 0.0022
Simulation Period 08/01/98 thru 03/31/02 Mean Water Load  (cm/d) 3.5 Bypass Volume 0.0%
Output Period 01/01/99 thru 03/31/02 Max Water Load (cm/d) 5.7 Mean Depth (cm) 88
Startup Interval (days) 823 Iterations 1 Inflow Conc  (ppb) 68.8 Max Depth (cm) 96
Avg Interval (days) 7 Inflow P Load (mg/m2-yr) 721 Freq Depth <  5 cm 0.0%
Parameter Set:   EMERG Outflow FWM  Conc (ppb) 17.8 Load Reduction 75%
K  (m/yr) 15.70 Sm (mg/m2)  0 Outflow C with Bypass 17.8 Time Freq Conc > 10 ppb 100%
C1 (ppb) 22.0 Sp (mg/m2) 0 95th Percentile (ppb) 19.6 Vol Freq Conc > 10 ppb 100%
C0  (ppb) 4.0 Qout Intercept 0.0 Outflow Geo. Mean (ppb) 17.4 Storage Turnover (1/yr) 2.6
Zx  (cm) 60 Qout Exponent 0.0 Outflow GM,  Q>0 (ppb) 17.4 Mean Stored P (mg/m2) 1332
Wtr Bal Error 0.0% Knet-Plug Flow (m/yr) 16.0 Storage Inc/Net Removal 40%
Mass B Error -0.1% Knet-NCSTR (m/yr) 18.0 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) 48 90.8 90.8 0.0 0% 0% 99%
Flow (cm/day) 0 #N/A #N/A #N/A #N/A #N/A #N/A
Flow-Wtd-Mean Conc (ppb) 48 20.9 17.9 3.0 17%
Geometric Mean Conc (ppb) 48 19.6 17.8 1.9 10% 28% 1%
Mean Conc (ppb) 48 20.4 17.8 2.6 15% 28% 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) 48 0.61 0.52 0.09 17% 30% 44%
 
 
Obs Load2 = Predicted Flow x Obs Conc
Green lines on x axis of concentration plots indicate model calibration period.
06/11/02