DMSTA Simulation Results Case: PP_14_LR Period: 04/01/00 to 10/02/00
Case: PSTA Research, TMT = PP_14, UNIT = PORTA 4, 7, 8, Substrate = LimeRock
Input Series PP_2_2B_14 Tanks in Series 1.5 Surface Area (km2) 0.0000
Simulation Period 04/01/00 thru 10/02/00 Mean Water Load  (cm/d) 8.2 Bypass Volume 0.0%
Output Period 04/01/00 thru 10/02/00 Max Water Load (cm/d) 10.2 Mean Depth (cm) 30
Startup Interval (days) 91 Iterations 1 Inflow Conc  (ppb) 26.0 Max Depth (cm) 32
Avg Interval (days) 7 Inflow P Load (mg/m2-yr) 722 Freq Depth <  5 cm 0.0%
Parameter Set:   none Outflow FWM  Conc (ppb) 14.8 Load Reduction 42%
K  (m/yr) 28.07 Sm (mg/m2)  0 Outflow C with Bypass 14.8 Time Freq Conc > 10 ppb 98%
C1 (ppb) 22.0 Sp (mg/m2) 0 95th Percentile (ppb) 18.4 Vol Freq Conc > 10 ppb 98%
C0  (ppb) 4.0 Qout Intercept 0.0 Outflow Geo. Mean (ppb) 14.2 Storage Turnover (1/yr) 2.1
Zx  (cm) 0 Qout Exponent 0.0 Outflow GM,  Q>0 (ppb) 14.2 Mean Stored P (mg/m2) 272
Wtr Bal Error 0.0% Knet-Plug Flow (m/yr) 17.5 Storage Inc/Net Removal 65%
Mass B Error -1.6% Knet-NCSTR (m/yr) 21.6 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 31.3 31.3 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 13.2 12.9 0.3 2%
Geometric Mean Conc (ppb) 13 12.9 12.7 0.3 2% 23% 0%
Mean Conc (ppb) 13 13.1 12.9 0.2 2% 25% 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 1.15 1.13 0.02 2% 26% 0%
 
 
Obs Load2 = Predicted Flow x Obs Conc
Green lines on x axis of concentration plots indicate model calibration period.
06/07/02