DMSTA Simulation Results Case: STAOpt_5N_C Period: 01/01/99 to 10/31/01
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 10/31/01 Mean Water Load  (cm/d) 3.4 Bypass Volume 0.0%
Output Period 01/01/99 thru 10/31/01 Max Water Load (cm/d) 5.7 Mean Depth (cm) 87
Startup Interval (days) 823 Iterations 1 Inflow Conc  (ppb) 71.1 Max Depth (cm) 96
Avg Interval (days) 7 Inflow P Load (mg/m2-yr) 721 Freq Depth <  5 cm 0.0%
Parameter Set:   none Outflow FWM  Conc (ppb) 19.6 Load Reduction 73%
K  (m/yr) 12.84 Sm (mg/m2)  0 Outflow C with Bypass 19.6 Time Freq Conc > 10 ppb 97%
C1 (ppb) 22.0 Sp (mg/m2) 0 95th Percentile (ppb) 21.5 Vol Freq Conc > 10 ppb 100%
C0  (ppb) 4.0 Qout Intercept 0.0 Outflow Geo. Mean (ppb) 18.9 Storage Turnover (1/yr) 2.2
Zx  (cm) 60 Qout Exponent 0.0 Outflow GM,  Q>0 (ppb) 19.0 Mean Stored P (mg/m2) 1324
Wtr Bal Error 0.0% Knet-Plug Flow (m/yr) 14.8 Storage Inc/Net Removal 50%
Mass B Error -0.1% Knet-NCSTR (m/yr) 16.6 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 19.9 0.9 5%
Geometric Mean Conc (ppb) 48 19.6 19.8 -0.2 -1% 26% 15%
Mean Conc (ppb) 48 20.4 19.8 0.6 3% 24% 15%
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 0.58 0.03 5% 25% 60%
 
 
Obs Load2 = Predicted Flow x Obs Conc
Green lines on x axis of concentration plots indicate model calibration period.
06/07/02