DMSTA Simulation Results Case: PP_3_PE Period: 04/06/99 to 10/02/00
Case: PSTA Research, TMT = PP_3, UNIT = PORTA 12, 14, 17, Substrate = PE
Input Series PP_3 Tanks in Series 1.5 Surface Area (km2) 0.0000
Simulation Period 04/06/99 thru 10/02/00 Mean Water Load  (cm/d) 7.7 Bypass Volume 0.0%
Output Period 04/06/99 thru 10/02/00 Max Water Load (cm/d) 11.1 Mean Depth (cm) 31
Startup Interval (days) 178 Iterations 1 Inflow Conc  (ppb) 24.1 Max Depth (cm) 39
Avg Interval (days) 7 Inflow P Load (mg/m2-yr) 752 Freq Depth <  5 cm 0.0%
Parameter Set:   none Outflow FWM  Conc (ppb) 18.6 Load Reduction 22%
K  (m/yr) 17.67 Sm (mg/m2)  0 Outflow C with Bypass 18.6 Time Freq Conc > 10 ppb 100%
C1 (ppb) 22.0 Sp (mg/m2) 0 95th Percentile (ppb) 37.9 Vol Freq Conc > 10 ppb 100%
C0  (ppb) 4.0 Qout Intercept 0.0 Outflow Geo. Mean (ppb) 18.7 Storage Turnover (1/yr) 1.6
Zx  (cm) 0 Qout Exponent 0.0 Outflow GM,  Q>0 (ppb) 18.7 Mean Stored P (mg/m2) 421
Wtr Bal Error 0.0% Knet-Plug Flow (m/yr) 15.1 Storage Inc/Net Removal 65%
Mass B Error -0.2% Knet-NCSTR (m/yr) 18.3 Outfl. Seepage (cm/d/cm) 0
Calibration  Statistics for Period: 10/01/99 thru 10/02/00 Mean Mean
Count Observed Predicted Residual Resid% RSE% R2
Mean Depth (cm) 53 31.0 31.0 0.0 0% 0% 100%
Flow (cm/day) 0 #N/A #N/A #N/A #N/A #N/A #N/A
Flow-Wtd-Mean Conc (ppb) 53 16.9 16.6 0.3 2%
Geometric Mean Conc (ppb) 53 16.8 16.5 0.3 2% 19% 0%
Mean Conc (ppb) 53 17.1 16.6 0.4 3% 19% 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) 53 1.37 1.35 0.02 2% 20% 16%
 
 
Obs Load2 = Predicted Flow x Obs Conc
Green lines on x axis of concentration plots indicate model calibration period.
06/07/02