DMSTA Simulation Results Case: STAOpt_6N Period: 01/01/99 to 10/31/01
Case: STA Optimization test cells 06 North (High HLR - Then Pulsed)
Input Series STAOpt06N Tanks in Series 6.0 Surface Area (km2) 0.0022
Simulation Period 08/01/98 thru 10/31/01 Mean Water Load  (cm/d) 9.4 Bypass Volume 0.0%
Output Period 01/01/99 thru 10/31/01 Max Water Load (cm/d) 22.0 Mean Depth (cm) 89
Startup Interval (days) 823 Iterations 1 Inflow Conc  (ppb) 69.3 Max Depth (cm) 115
Avg Interval (days) 7 Inflow P Load (mg/m2-yr) 1144 Freq Depth <  5 cm 0.0%
Parameter Set:   none Outflow FWM  Conc (ppb) 39.7 Load Reduction 43%
K  (m/yr) 11.85 Sm (mg/m2)  0 Outflow C with Bypass 39.7 Time Freq Conc > 10 ppb 93%
C1 (ppb) 22.0 Sp (mg/m2) 0 95th Percentile (ppb) 48.1 Vol Freq Conc > 10 ppb 100%
C0  (ppb) 4.0 Qout Intercept 0.0 Outflow Geo. Mean (ppb) 33.4 Storage Turnover (1/yr) 2.6
Zx  (cm) 60 Qout Exponent 0.0 Outflow GM,  Q>0 (ppb) 33.6 Mean Stored P (mg/m2) 1885
Wtr Bal Error 0.0% Knet-Plug Flow (m/yr) 19.0 Storage Inc/Net Removal 61%
Mass B Error 0.1% Knet-NCSTR (m/yr) 19.9 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 89.0 88.9 0.1 0% 0% 100%
Flow (cm/day) 0 #N/A #N/A #N/A #N/A #N/A #N/A
Flow-Wtd-Mean Conc (ppb) 46 40.3 38.3 2.0 5%
Geometric Mean Conc (ppb) 46 32.3 34.7 -2.4 -7% 25% 23%
Mean Conc (ppb) 46 33.9 35.1 -1.2 -4% 25% 34%
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 1.44 1.37 0.07 5% 44% 93%
 
 
Obs Load2 = Predicted Flow x Obs Conc
Green lines on x axis of concentration plots indicate model calibration period.
06/07/02