DMSTA Simulation Results Case: SAV_STC4 Period: 06/15/00 to 09/30/01
Case: SAV South Test Cell 4 - No Limerock Berm
Input Series STC4_O Tanks in Series 5.8 Surface Area (km2) 0.0025
Simulation Period 06/15/00 thru 09/30/01 Mean Water Load  (cm/d) 5.9 Bypass Volume 0.0%
Output Period 06/15/00 thru 09/30/01 Max Water Load (cm/d) 7.0 Mean Depth (cm) 26
Startup Interval (days) 365 Iterations 1 Inflow Conc  (ppb) 25.8 Max Depth (cm) 32
Avg Interval (days) 7 Inflow P Load (mg/m2-yr) 781 Freq Depth <  5 cm 0.0%
Parameter Set:   none Outflow FWM  Conc (ppb) 19.5 Load Reduction 23%
K  (m/yr) 35.56 Sm (mg/m2)  0 Outflow C with Bypass 19.5 Time Freq Conc > 10 ppb 99%
C1 (ppb) 22.0 Sp (mg/m2) 0 95th Percentile (ppb) 26.6 Vol Freq Conc > 10 ppb 100%
C0  (ppb) 4.0 Qout Intercept 0.0 Outflow Geo. Mean (ppb) 19.0 Storage Turnover (1/yr) 1.6
Zx  (cm) 60 Qout Exponent 0.0 Outflow GM,  Q>0 (ppb) 19.0 Mean Stored P (mg/m2) 131
Wtr Bal Error 0.0% Knet-Plug Flow (m/yr) 6.9 Storage Inc/Net Removal 49%
Mass B Error -0.3% Knet-NCSTR (m/yr) 7.2 Outfl. Seepage (cm/d/cm) 0
Calibration  Statistics for Period: 06/15/01 thru 09/21/01 Mean Mean
Count Observed Predicted Residual Resid% RSE% R2
Mean Depth (cm) 14 30.0 30.0 0.0 0% 0% #N/A
Flow (cm/day) 0 #N/A #N/A #N/A #N/A #N/A #N/A
Flow-Wtd-Mean Conc (ppb) 14 24.4 24.0 0.3 1%
Geometric Mean Conc (ppb) 14 23.9 23.8 0.1 0% 21% 0%
Mean Conc (ppb) 14 24.4 24.0 0.3 1% 24% 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) 14 1.50 1.48 0.02 1% 26% 0%
 
 
Obs Load2 = Predicted Flow x Obs Conc
Green lines on x axis of concentration plots indicate model calibration period.
06/07/02