DMSTA Simulation Results Case: SAV_NTC15B_T Period: 09/01/99 to 03/31/02
Case: SAV North Test Cell 15 - Limerock Berm installed spring 2000; sampled at outlet, below berm
Input Series NTC15_O Tanks in Series 1.9 Surface Area (km2) 0.0027
Simulation Period 09/01/99 thru 03/31/02 Mean Water Load  (cm/d) 7.7 Bypass Volume 0.0%
Output Period 09/01/99 thru 03/31/02 Max Water Load (cm/d) 24.2 Mean Depth (cm) 82
Startup Interval (days) 578 Iterations 1 Inflow Conc  (ppb) 76.5 Max Depth (cm) 147
Avg Interval (days) 7 Inflow P Load (mg/m2-yr) 5573 Freq Depth <  5 cm 0.0%
Parameter Set:   NEWS Outflow FWM  Conc (ppb) 25.9 Load Reduction 66%
K  (m/yr) 128.70 Sm (mg/m2)  400 Outflow C with Bypass 25.9 Time Freq Conc > 10 ppb 88%
C1 (ppb) 22.0 Sp (mg/m2) 80 95th Percentile (ppb) 41.2 Vol Freq Conc > 10 ppb 98%
C0  (ppb) 12.0 Qout Intercept 0.0 Outflow Geo. Mean (ppb) 17.0 Storage Turnover (1/yr) 2.9
Zx  (cm) 60 Qout Exponent 0.0 Outflow GM,  Q>0 (ppb) 17.1 Mean Stored P (mg/m2) 905
Wtr Bal Error 0.0% Knet-Plug Flow (m/yr) 29.4 Storage Inc/Net Removal 21%
Mass B Error -0.2% Knet-NCSTR (m/yr) 39.9 Outfl. Seepage (cm/d/cm) 0
Calibration  Statistics for Period: 04/01/01 thru 09/21/01 Mean Mean
Count Observed Predicted Residual Resid% RSE% R2
Mean Depth (cm) 25 61.9 61.9 -0.1 0% 0% 100%
Flow (cm/day) 0 #N/A #N/A #N/A #N/A #N/A #N/A
Flow-Wtd-Mean Conc (ppb) 25 23.4 35.2 -11.8 -33%
Geometric Mean Conc (ppb) 25 22.3 30.0 -7.7 -26% 41% 0%
Mean Conc (ppb) 25 22.8 32.2 -9.4 -29% 60% 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) 25 4.06 6.11 -2.04 -33% 73% 0%
 
 
Obs Load2 = Predicted Flow x Obs Conc
Green lines on x axis of concentration plots indicate model calibration period.
06/11/02