DMSTA Simulation Results Case: SAV_STC9B_T Period: 06/15/00 to 04/30/02
Case: SAV South Test Cell 9 - Limerock Berm installed spring 2000; sampled at outlet, below berm
Input Series STC9_O Tanks in Series 5.5 Surface Area (km2) 0.0025
Simulation Period 06/15/00 thru 04/30/02 Mean Water Load  (cm/d) 5.6 Bypass Volume 0.0%
Output Period 06/15/00 thru 04/30/02 Max Water Load (cm/d) 7.2 Mean Depth (cm) 45
Startup Interval (days) 365 Iterations 1 Inflow Conc  (ppb) 27.7 Max Depth (cm) 55
Avg Interval (days) 7 Inflow P Load (mg/m2-yr) 856 Freq Depth <  5 cm 0.0%
Parameter Set:   NEWS Outflow FWM  Conc (ppb) 13.3 Load Reduction 52%
K  (m/yr) 128.70 Sm (mg/m2)  400 Outflow C with Bypass 13.3 Time Freq Conc > 10 ppb 79%
C1 (ppb) 22.0 Sp (mg/m2) 80 95th Percentile (ppb) 17.6 Vol Freq Conc > 10 ppb 89%
C0  (ppb) 12.0 Qout Intercept 0.0 Outflow Geo. Mean (ppb) 12.2 Storage Turnover (1/yr) 1.7
Zx  (cm) 60 Qout Exponent 0.0 Outflow GM,  Q>0 (ppb) 12.4 Mean Stored P (mg/m2) 252
Wtr Bal Error 0.0% Knet-Plug Flow (m/yr) 15.2 Storage Inc/Net Removal 44%
Mass B Error -0.2% Knet-NCSTR (m/yr) 16.4 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 15.8 16.2 -0.5 -3%
Geometric Mean Conc (ppb) 14 15.7 16.2 -0.5 -3% 12% 0%
Mean Conc (ppb) 14 15.8 16.2 -0.5 -3% 12% 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 1.06 1.10 -0.03 -3% 13% 31%
 
 
Obs Load2 = Predicted Flow x Obs Conc
Green lines on x axis of concentration plots indicate model calibration period.
06/11/02