DMSTA Simulation Results Case: SAV_NTC1_T Period: 09/01/99 to 04/01/02
Case: North Test Cell 1 - SAV (no limerock berm); composite sampling after 6/23/00; calib pd ended june 2001 (duckweed infestation)
Input Series NTC1_O Tanks in Series 4.2 Surface Area (km2) 0.0025
Simulation Period 09/01/99 thru 04/01/02 Mean Water Load  (cm/d) 9.9 Bypass Volume 0.0%
Output Period 09/01/99 thru 04/01/02 Max Water Load (cm/d) 41.6 Mean Depth (cm) 78
Startup Interval (days) 366 Iterations 1 Inflow Conc  (ppb) 73.5 Max Depth (cm) 124
Avg Interval (days) 7 Inflow P Load (mg/m2-yr) 2194 Freq Depth <  5 cm 0.0%
Parameter Set:   NEWS Outflow FWM  Conc (ppb) 25.3 Load Reduction 65%
K  (m/yr) 128.70 Sm (mg/m2)  400 Outflow C with Bypass 25.3 Time Freq Conc > 10 ppb 67%
C1 (ppb) 22.0 Sp (mg/m2) 80 95th Percentile (ppb) 38.9 Vol Freq Conc > 10 ppb 91%
C0  (ppb) 12.0 Qout Intercept 0.0 Outflow Geo. Mean (ppb) 15.2 Storage Turnover (1/yr) 3.5
Zx  (cm) 60 Qout Exponent 0.0 Outflow GM,  Q>0 (ppb) 15.2 Mean Stored P (mg/m2) 1090
Wtr Bal Error 0.0% Knet-Plug Flow (m/yr) 37.9 Storage Inc/Net Removal 22%
Mass B Error 0.0% Knet-NCSTR (m/yr) 43.2 Outfl. Seepage (cm/d/cm) 0
Calibration  Statistics for Period: 09/01/00 thru 05/31/01 Mean Mean
Count Observed Predicted Residual Resid% RSE% R2
Mean Depth (cm) 39 71.2 71.2 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) 39 16.4 17.3 -0.9 -5%
Geometric Mean Conc (ppb) 39 15.9 16.9 -0.9 -6% 28% 0%
Mean Conc (ppb) 39 16.5 17.1 -0.6 -4% 27% 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) 39 1.93 2.04 -0.11 -5% 26% 10%
 
 
Obs Load2 = Predicted Flow x Obs Conc
Green lines on x axis of concentration plots indicate model calibration period.
06/11/02