DMSTA Simulation Results Case: SAV_NTC1 Period: 09/01/99 to 09/30/01
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 09/30/01 Mean Water Load  (cm/d) 11.5 Bypass Volume 0.0%
Output Period 09/01/99 thru 09/30/01 Max Water Load (cm/d) 41.6 Mean Depth (cm) 82
Startup Interval (days) 366 Iterations 1 Inflow Conc  (ppb) 74.5 Max Depth (cm) 124
Avg Interval (days) 7 Inflow P Load (mg/m2-yr) 2194 Freq Depth <  5 cm 0.0%
Parameter Set:   none Outflow FWM  Conc (ppb) 20.9 Load Reduction 72%
K  (m/yr) 58.34 Sm (mg/m2)  0 Outflow C with Bypass 20.9 Time Freq Conc > 10 ppb 77%
C1 (ppb) 22.0 Sp (mg/m2) 0 95th Percentile (ppb) 30.6 Vol Freq Conc > 10 ppb 94%
C0  (ppb) 4.0 Qout Intercept 0.0 Outflow Geo. Mean (ppb) 14.9 Storage Turnover (1/yr) 9.8
Zx  (cm) 60 Qout Exponent 0.0 Outflow GM,  Q>0 (ppb) 14.9 Mean Stored P (mg/m2) 1146
Wtr Bal Error 0.0% Knet-Plug Flow (m/yr) 52.4 Storage Inc/Net Removal 46%
Mass B Error 0.1% Knet-NCSTR (m/yr) 61.2 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 16.4 0.0 0%
Geometric Mean Conc (ppb) 39 15.9 16.1 -0.2 -1% 29% 0%
Mean Conc (ppb) 39 16.5 16.2 0.2 2% 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 1.94 0.00 0% 23% 27%
 
 
Obs Load2 = Predicted Flow x Obs Conc
Green lines on x axis of concentration plots indicate model calibration period.
06/07/02