DMSTA Simulation Results Case: SAV_NTC15B Period: 09/01/99 to 09/30/01
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 09/30/01 Mean Water Load  (cm/d) 8.8 Bypass Volume 0.0%
Output Period 09/01/99 thru 09/30/01 Max Water Load (cm/d) 24.2 Mean Depth (cm) 87
Startup Interval (days) 578 Iterations 1 Inflow Conc  (ppb) 78.0 Max Depth (cm) 147
Avg Interval (days) 7 Inflow P Load (mg/m2-yr) 5412 Freq Depth <  5 cm 0.0%
Parameter Set:   none Outflow FWM  Conc (ppb) 22.0 Load Reduction 72%
K  (m/yr) 53.67 Sm (mg/m2)  0 Outflow C with Bypass 22.0 Time Freq Conc > 10 ppb 93%
C1 (ppb) 22.0 Sp (mg/m2) 0 95th Percentile (ppb) 35.3 Vol Freq Conc > 10 ppb 99%
C0  (ppb) 4.0 Qout Intercept 0.0 Outflow Geo. Mean (ppb) 17.0 Storage Turnover (1/yr) 7.4
Zx  (cm) 60 Qout Exponent 0.0 Outflow GM,  Q>0 (ppb) 16.9 Mean Stored P (mg/m2) 962
Wtr Bal Error 0.0% Knet-Plug Flow (m/yr) 39.4 Storage Inc/Net Removal 48%
Mass B Error -0.1% Knet-NCSTR (m/yr) 56.3 Outfl. Seepage (cm/d/cm) 0
Calibration  Statistics for Period: 04/01/01 thru 09/30/01 Mean Mean
Count Observed Predicted Residual Resid% RSE% R2
Mean Depth (cm) 26 61.8 61.8 -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 28.8 -5.3 -19%
Geometric Mean Conc (ppb) 25 22.3 26.0 -3.7 -14% 25% 0%
Mean Conc (ppb) 25 22.8 27.0 -4.2 -16% 29% 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 4.99 -0.93 -19% 34% 35%
 
 
Obs Load2 = Predicted Flow x Obs Conc
Green lines on x axis of concentration plots indicate model calibration period.
06/07/02