DMSTA Simulation Results Case: PSTA_FSC2 Period: 07/01/01 to 04/02/03
Case: PSTA Field Scale Cell 2, Limerock, Sinuous, Calib Aug 2002-
Input Series PSTA_FSC2 Tanks in Series 25.0 Surface Area (km2) 0.0200
Simulation Period 09/06/00 thru 04/02/03 Mean Water Load  (cm/d) 11.6 Bypass Volume 0.0%
Output Period 07/01/01 thru 04/02/03 Max Water Load (cm/d) 21.6 Mean Depth (cm) 21
Startup Interval (days) 694 Iterations 1 Inflow Conc  (ppb) 28.3 Max Depth (cm) 36
Avg Interval (days) 7 Inflow P Load (mg/m2-yr) 1802 Freq Depth <  5 cm 0.0%
Parameter Set:   none Outflow FWM  Conc (ppb) 12.7 Load Reduction 79%
K  (m/yr) 35.37 Sm (mg/m2)  0 Outflow C with Bypass 12.7 Time Freq Conc > 10 ppb 41%
C1 (ppb) 22.0 Sp (mg/m2) 0 95th Percentile (ppb) 19.2 Vol Freq Conc > 10 ppb 69%
C0  (ppb) 4.0 Qout Intercept 5.0 Outflow Geo. Mean (ppb) 8.5 Storage Turnover (1/yr) 3.1
Zx  (cm) 0 Qout Exponent 3.5 Outflow GM,  Q>0 (ppb) 8.5 Mean Stored P (mg/m2) 398
Wtr Bal Error 0.0% Knet-Plug Flow (m/yr) 42.7 Storage Inc/Net Removal 53%
Mass B Error 2.7% Knet-NCSTR (m/yr) 43.5 Outfl. Seepage (cm/d/cm) 0.13
Calibration  Statistics for Period: 08/01/02 thru 04/02/03 Mean Mean
Count Observed Predicted Residual Resid% RSE% R2
Mean Depth (cm) 24 29.0 24.7 4.3 17% 27% 0%
Flow (cm/day) 24 7.42 6.36 1.06 17% 47% 4%
Flow-Wtd-Mean Conc (ppb) 35 12.0 14.0 -2.0 -15%
Geometric Mean Conc (ppb) 35 12.2 10.9 1.2 11% 55% 0%
Mean Conc (ppb) 35 12.9 12.5 0.4 3% 47% 0%
Outflow Load (mg/m2-d) 24 0.89 0.92 -0.03 -3% 71% 0%
Pred Q x Conc (mg/m2-d) 35 0.90 1.00 -0.11 -11% 46% 49%
 
 
Obs Load2 = Predicted Flow x Obs Conc
Green lines on x axis of concentration plots indicate model calibration period.
07/05/03