DMSTA Simulation Results Case: STAOpt_10N_C_T Period: 01/01/99 to 03/31/02
Case: STA Optimization test cells 10 North (Control HLR)
Input Series STAOpt10N Tanks in Series 6.0 Surface Area (km2) 0.0022
Simulation Period 08/01/98 thru 03/31/02 Mean Water Load  (cm/d) 4.0 Bypass Volume 0.0%
Output Period 01/01/99 thru 03/31/02 Max Water Load (cm/d) 12.6 Mean Depth (cm) 96
Startup Interval (days) 823 Iterations 1 Inflow Conc  (ppb) 70.2 Max Depth (cm) 104
Avg Interval (days) 7 Inflow P Load (mg/m2-yr) 737 Freq Depth <  5 cm 0.0%
Parameter Set:   EMERG Outflow FWM  Conc (ppb) 21.6 Load Reduction 70%
K  (m/yr) 15.70 Sm (mg/m2)  0 Outflow C with Bypass 21.6 Time Freq Conc > 10 ppb 100%
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) 19.5 Storage Turnover (1/yr) 2.7
Zx  (cm) 60 Qout Exponent 0.0 Outflow GM,  Q>0 (ppb) 19.5 Mean Stored P (mg/m2) 1459
Wtr Bal Error 0.0% Knet-Plug Flow (m/yr) 16.1 Storage Inc/Net Removal 40%
Mass B Error -0.1% Knet-NCSTR (m/yr) 17.8 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 98.0 98.0 0.0 0% 0% 97%
Flow (cm/day) 0 #N/A #N/A #N/A #N/A #N/A #N/A
Flow-Wtd-Mean Conc (ppb) 48 21.6 19.3 2.2 12%
Geometric Mean Conc (ppb) 48 20.8 19.3 1.5 8% 22% 0%
Mean Conc (ppb) 48 21.3 19.3 2.0 11% 23% 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 0.65 0.58 0.07 12% 25% 50%
 
 
Obs Load2 = Predicted Flow x Obs Conc
Green lines on x axis of concentration plots indicate model calibration period.
06/11/02