DMSTA Simulation Results Case: WL_W1_FAV Period: 11/01/01 to 11/30/02
Case: Wellington W1 - FAV
Input Series w1_fav Tanks in Series 3.0 Surface Area (km2) 0.0008
Simulation Period 08/01/01 thru 11/30/02 Mean Water Load  (cm/d) 20.0 Bypass Volume 0.0%
Output Period 11/01/01 thru 11/30/02 Max Water Load (cm/d) 33.9 Mean Depth (cm) 99
Startup Interval (days) 273 Iterations 1 Inflow Conc  (ppb) 390.6 Max Depth (cm) 101
Avg Interval (days) 7 Inflow P Load (mg/m2-yr) 33722 Freq Depth <  5 cm 0.0%
Parameter Set:   none Outflow FWM  Conc (ppb) 52.9 Load Reduction 95%
K  (m/yr) 137.61 Sm (mg/m2)  0 Outflow C with Bypass 52.9 Time Freq Conc > 10 ppb 100%
C1 (ppb) 22.0 Sp (mg/m2) 0 95th Percentile (ppb) 71.6 Vol Freq Conc > 10 ppb 100%
C0  (ppb) 4.0 Qout Intercept 0.5 Outflow Geo. Mean (ppb) 44.0 Storage Turnover (1/yr) 120.7
Zx  (cm) 60 Qout Exponent 4.0 Outflow GM,  Q>0 (ppb) 44.0 Mean Stored P (mg/m2) 7181
Wtr Bal Error 0.0% Knet-Plug Flow (m/yr) 144.2 Storage Inc/Net Removal 13%
Mass B Error 0.2% Knet-NCSTR (m/yr) 205.2 Outfl. Seepage (cm/d/cm) 0.1
Calibration  Statistics for Period: 05/01/02 thru 11/30/02 Mean Mean
Count Observed Predicted Residual Resid% RSE% R2
Mean Depth (cm) 31 99.3 100.1 -0.8 -1% 2% 0%
Flow (cm/day) 31 9.50 10.14 -0.64 -6% 52% 0%
Flow-Wtd-Mean Conc (ppb) 31 70.0 58.0 12.0 21%
Geometric Mean Conc (ppb) 31 59.5 60.7 -1.2 -2% 49% 40%
Mean Conc (ppb) 31 71.5 61.7 9.7 16% 45% 27%
Outflow Load (mg/m2-d) 31 6.65 5.88 0.77 13% 75% 0%
Pred Q x Conc (mg/m2-d) 31 5.93 5.88 0.05 1% 51% 0%
 
 
Obs Load2 = Predicted Flow x Obs Conc
Green lines on x axis of concentration plots indicate model calibration period.
07/05/03