DMSTA Simulation Results Case: PP_19_NO Period: 04/01/00 to 10/02/00
Case: PSTA Research, TMT = PP_19, UNIT = PORTA 22, Substrate = None (SR removed)
Input Series PP_10_19 Tanks in Series 1.5 Surface Area (km2) 0.0000
Simulation Period 04/01/00 thru 10/02/00 Mean Water Load  (cm/d) 8.3 Bypass Volume 0.0%
Output Period 04/01/00 thru 10/02/00 Max Water Load (cm/d) 11.7 Mean Depth (cm) 35
Startup Interval (days) 91 Iterations 1 Inflow Conc  (ppb) 26.2 Max Depth (cm) 56
Avg Interval (days) 7 Inflow P Load (mg/m2-yr) 703 Freq Depth <  5 cm 0.0%
Parameter Set:   none Outflow FWM  Conc (ppb) 12.2 Load Reduction 53%
K  (m/yr) 40.94 Sm (mg/m2)  0 Outflow C with Bypass 12.2 Time Freq Conc > 10 ppb 74%
C1 (ppb) 22.0 Sp (mg/m2) 0 95th Percentile (ppb) 15.7 Vol Freq Conc > 10 ppb 74%
C0  (ppb) 4.0 Qout Intercept 0.0 Outflow Geo. Mean (ppb) 11.9 Storage Turnover (1/yr) 2.6
Zx  (cm) 0 Qout Exponent 0.0 Outflow GM,  Q>0 (ppb) 11.9 Mean Stored P (mg/m2) 280
Wtr Bal Error 0.0% Knet-Plug Flow (m/yr) 23.4 Storage Inc/Net Removal 56%
Mass B Error -0.3% Knet-NCSTR (m/yr) 31.1 Outfl. Seepage (cm/d/cm) 0
Calibration  Statistics for Period: 07/01/00 thru 10/02/00 Mean Mean
Count Observed Predicted Residual Resid% RSE% R2
Mean Depth (cm) 13 33.5 33.5 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) 13 11.3 10.9 0.4 4%
Geometric Mean Conc (ppb) 13 10.7 10.6 0.1 1% 27% 7%
Mean Conc (ppb) 13 11.2 10.8 0.4 4% 33% 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) 13 0.96 0.93 0.03 4% 31% 36%
 
 
Obs Load2 = Predicted Flow x Obs Conc
Green lines on x axis of concentration plots indicate model calibration period.
06/07/02