DMSTA Simulation Results Case: WL_E2_SAV Period: 11/01/01 to 11/30/02
Case: Wellington E2 - SAV
Input Series e2_sav Tanks in Series 3.0 Surface Area (km2) 0.0008
Simulation Period 08/01/01 thru 11/30/02 Mean Water Load  (cm/d) 11.7 Bypass Volume 0.0%
Output Period 11/01/01 thru 11/30/02 Max Water Load (cm/d) 19.7 Mean Depth (cm) 80
Startup Interval (days) 273 Iterations 1 Inflow Conc  (ppb) 259.4 Max Depth (cm) 80
Avg Interval (days) 7 Inflow P Load (mg/m2-yr) 13247 Freq Depth <  5 cm 0.0%
Parameter Set:   none Outflow FWM  Conc (ppb) 129.5 Load Reduction 53%
K  (m/yr) 4.07 Sm (mg/m2)  0 Outflow C with Bypass 129.5 Time Freq Conc > 10 ppb 100%
C1 (ppb) 22.0 Sp (mg/m2) 0 95th Percentile (ppb) 246.7 Vol Freq Conc > 10 ppb 100%
C0  (ppb) 4.0 Qout Intercept 0.5 Outflow Geo. Mean (ppb) 111.5 Storage Turnover (1/yr) 3.2
Zx  (cm) 60 Qout Exponent 4.0 Outflow GM,  Q>0 (ppb) 111.5 Mean Stored P (mg/m2) 3500
Wtr Bal Error 0.0% Knet-Plug Flow (m/yr) 29.2 Storage Inc/Net Removal 95%
Mass B Error 0.0% Knet-NCSTR (m/yr) 33.0 Outfl. Seepage (cm/d/cm) 0.008
Calibration  Statistics for Period: 05/01/02 thru 11/30/02 Mean Mean
Count Observed Predicted Residual Resid% RSE% R2
Mean Depth (cm) 31 79.7 80.1 -0.4 0% 6% 0%
Flow (cm/day) 31 14.59 11.32 3.28 29% 29% 0%
Flow-Wtd-Mean Conc (ppb) 31 136.8 134.7 2.0 1%
Geometric Mean Conc (ppb) 31 103.3 122.9 -19.6 -16% 37% 64%
Mean Conc (ppb) 31 125.3 132.8 -7.5 -6% 37% 70%
Outflow Load (mg/m2-d) 31 19.96 15.25 4.71 31% 72% 39%
Pred Q x Conc (mg/m2-d) 31 14.24 15.25 -1.00 -7% 41% 72%
 
 
Obs Load2 = Predicted Flow x Obs Conc
Green lines on x axis of concentration plots indicate model calibration period.
07/05/03