DMSTA Simulation Results Case: SAV_STC9A Period: 06/15/00 to 09/21/01
Case: SAV South Test Cell 9 - Limerock Berm installed spring 2000; sampled above berm
Input Series STC9A_O Tanks in Series 5.5 Surface Area (km2) 0.0022
Simulation Period 06/15/00 thru 09/21/01 Mean Water Load  (cm/d) 7.0 Bypass Volume 0.0%
Output Period 06/15/00 thru 09/21/01 Max Water Load (cm/d) 8.1 Mean Depth (cm) 45
Startup Interval (days) 365 Iterations 1 Inflow Conc  (ppb) 25.9 Max Depth (cm) 55
Avg Interval (days) 7 Inflow P Load (mg/m2-yr) 966 Freq Depth <  5 cm 0.0%
Parameter Set:   none Outflow FWM  Conc (ppb) 15.9 Load Reduction 38%
K  (m/yr) 29.74 Sm (mg/m2)  0 Outflow C with Bypass 15.9 Time Freq Conc > 10 ppb 98%
C1 (ppb) 22.0 Sp (mg/m2) 0 95th Percentile (ppb) 21.2 Vol Freq Conc > 10 ppb 100%
C0  (ppb) 4.0 Qout Intercept 0.0 Outflow Geo. Mean (ppb) 15.5 Storage Turnover (1/yr) 2.0
Zx  (cm) 60 Qout Exponent 0.0 Outflow GM,  Q>0 (ppb) 15.4 Mean Stored P (mg/m2) 183
Wtr Bal Error 0.0% Knet-Plug Flow (m/yr) 13.2 Storage Inc/Net Removal 65%
Mass B Error -0.2% Knet-NCSTR (m/yr) 13.8 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 45.0 45.0 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 19.5 19.1 0.4 2%
Geometric Mean Conc (ppb) 14 19.2 19.0 0.2 1% 20% 0%
Mean Conc (ppb) 14 19.5 19.1 0.3 2% 20% 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 1.47 1.44 0.03 2% 21% 0%
 
 
Obs Load2 = Predicted Flow x Obs Conc
Green lines on x axis of concentration plots indicate model calibration period.
06/07/02