DMSTA Simulation Results Case: PSTA_FSC2_S Period: 07/01/01 to 12/23/02
Case: PSTA Field Scale Cell 2, Limerock, Sinuous, 2nd Year, Aug 2002-  ;   seepage at inflow
Input Series PSTA_FSC2 Tanks in Series 25.0 Surface Area (km2) 0.0200
Simulation Period 09/06/00 thru 12/23/02 Mean Water Load  (cm/d) 5.9 Bypass Volume 0.0%
Output Period 07/01/01 thru 12/23/02 Max Water Load (cm/d) 10.5 Mean Depth (cm) 25
Startup Interval (days) 694 Iterations 1 Inflow Conc  (ppb) 29.8 Max Depth (cm) 32
Avg Interval (days) 7 Inflow P Load (mg/m2-yr) 974 Freq Depth <  5 cm 0.0%
Parameter Set:   None Outflow FWM  Conc (ppb) 13.0 Load Reduction 56%
K  (m/yr) 23.43 Sm (mg/m2)  0 Outflow C with Bypass 13.0 Time Freq Conc > 10 ppb 51%
C1 (ppb) 22.0 Sp (mg/m2) 0 95th Percentile (ppb) 23.2 Vol Freq Conc > 10 ppb 71%
C0  (ppb) 4.0 Qout Intercept 5.0 Outflow Geo. Mean (ppb) 9.9 Storage Turnover (1/yr) 1.9
Zx  (cm) 0 Qout Exponent 3.5 Outflow GM,  Q>0 (ppb) 9.9 Mean Stored P (mg/m2) 275
Wtr Bal Error 0.0% Knet-Plug Flow (m/yr) 18.1 Storage Inc/Net Removal 68%
Mass B Error 1.3% Knet-NCSTR (m/yr) 18.4 Outfl. Seepage (cm/d/cm) 0
Calibration  Statistics for Period: 08/01/02 thru 11/30/02 Mean Mean
Count Observed Predicted Residual Resid% RSE% R2
Mean Depth (cm) 18 29.3 28.8 0.6 2% 8% 69%
Flow (cm/day) 18 7.80 7.64 0.16 2% 25% 61%
Flow-Wtd-Mean Conc (ppb) 18 12.9 15.0 -2.1 -14%
Geometric Mean Conc (ppb) 18 13.6 12.9 0.6 5% 58% 0%
Mean Conc (ppb) 18 14.5 14.0 0.5 3% 54% 0%
Outflow Load (mg/m2-d) 18 1.00 1.14 -0.14 -12% 59% 0%
Pred Q x Conc (mg/m2-d) 18 1.02 1.14 -0.12 -11% 55% 0%
 
 
Obs Load2 = Predicted Flow x Obs Conc
Green lines on x axis of concentration plots indicate model calibration period.
03/10/03