DMSTA Simulation Results Case: STA2_C3 Period: 11/01/00 to 12/31/02
Case: STA2 - Cell 3 - Managed for SAV
Input Series cell3 Tanks in Series 3.0 Surface Area (km2) 8.9886
Simulation Period 11/01/00 thru 12/31/02 Mean Water Load  (cm/d) 4.7 Bypass Volume 0.0%
Output Period 11/01/00 thru 12/31/02 Max Water Load (cm/d) 34.1 Mean Depth (cm) 52
Startup Interval (days) 304 Iterations 1 Inflow Conc  (ppb) 64.8 Max Depth (cm) 128
Avg Interval (days) 30 Inflow P Load (mg/m2-yr) 1320 Freq Depth <  5 cm 0.0%
Parameter Set:   none Outflow FWM  Conc (ppb) 20.1 Load Reduction 80%
K  (m/yr) 28.16 Sm (mg/m2)  0 Outflow C with Bypass 20.1 Time Freq Conc > 10 ppb 100%
C1 (ppb) 22.0 Sp (mg/m2) 0 95th Percentile (ppb) 36.8 Vol Freq Conc > 10 ppb 100%
C0  (ppb) 2.0 Qout Intercept 0.6 Outflow Geo. Mean (ppb) 18.2 Storage Turnover (1/yr) 6.4
Zx  (cm) 60 Qout Exponent 4.0 Outflow GM,  Q>0 (ppb) 18.2 Mean Stored P (mg/m2) 769
Wtr Bal Error 0.0% Knet-Plug Flow (m/yr) 19.3 Storage Inc/Net Removal 40%
Mass B Error 0.3% Knet-NCSTR (m/yr) 23.8 Outfl. Seepage (cm/d/cm) 0.03
Calibration  Statistics for Period: 09/01/01 thru 12/31/02 Mean Mean
Count Observed Predicted Residual Resid% RSE% R2
Mean Depth (cm) 16 63.0 61.6 1.4 2% 37% 0%
Flow (cm/day) 16 3.52 3.60 -0.08 -2% 27% 96%
Flow-Wtd-Mean Conc (ppb) 15 15.9 19.7 -3.8 -19%
Geometric Mean Conc (ppb) 15 16.5 15.4 1.0 7% 21% 0%
Mean Conc (ppb) 15 16.6 16.8 -0.1 -1% 26% 0%
Outflow Load (mg/m2-d) 16 0.56 0.71 -0.15 -21% 94% 46%
Pred Q x Conc (mg/m2-d) 15 0.89 0.75 0.14 18% 69% 46%
 
 
Obs Load2 = Predicted Flow x Obs Conc
Green lines on x axis of concentration plots indicate model calibration period.
05/04/03