DMSTA Simulation Results Case: SAV_NTC15A Period: 09/01/99 to 09/15/01
Case: SAV North Test Cell 15 - Limerock Berm installed spring 2000; sampled above berm
Input Series NTC15A_O Tanks in Series 1.9 Surface Area (km2) 0.0024
Simulation Period 09/01/99 thru 09/15/01 Mean Water Load  (cm/d) 9.9 Bypass Volume 0.0%
Output Period 09/01/99 thru 09/15/01 Max Water Load (cm/d) 27.3 Mean Depth (cm) 88
Startup Interval (days) 578 Iterations 1 Inflow Conc  (ppb) 77.9 Max Depth (cm) 147
Avg Interval (days) 7 Inflow P Load (mg/m2-yr) 6468 Freq Depth <  5 cm 0.0%
Parameter Set:   none Outflow FWM  Conc (ppb) 24.3 Load Reduction 69%
K  (m/yr) 50.36 Sm (mg/m2)  0 Outflow C with Bypass 24.3 Time Freq Conc > 10 ppb 95%
C1 (ppb) 22.0 Sp (mg/m2) 0 95th Percentile (ppb) 38.9 Vol Freq Conc > 10 ppb 100%
C0  (ppb) 4.0 Qout Intercept 0.0 Outflow Geo. Mean (ppb) 18.7 Storage Turnover (1/yr) 7.3
Zx  (cm) 60 Qout Exponent 0.0 Outflow GM,  Q>0 (ppb) 18.6 Mean Stored P (mg/m2) 1036
Wtr Bal Error 0.0% Knet-Plug Flow (m/yr) 41.1 Storage Inc/Net Removal 51%
Mass B Error -0.1% Knet-NCSTR (m/yr) 57.1 Outfl. Seepage (cm/d/cm) 0
Calibration  Statistics for Period: 04/01/01 thru 09/15/01 Mean Mean
Count Observed Predicted Residual Resid% RSE% R2
Mean Depth (cm) 24 61.9 62.0 -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) 24 30.6 31.9 -1.3 -4%
Geometric Mean Conc (ppb) 24 28.6 28.7 -0.2 -1% 15% 58%
Mean Conc (ppb) 24 29.3 29.9 -0.6 -2% 14% 63%
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) 24 6.14 6.40 -0.26 -4% 13% 91%
 
 
Obs Load2 = Predicted Flow x Obs Conc
Green lines on x axis of concentration plots indicate model calibration period.
06/07/02