DMSTA Simulation Results Case: STA2_All Period: 11/01/00 to 12/31/02
Case: STA2 - All Cells Combined  --  NEED TO CONSIDER BYPASS FLOWS,  MISSING S6
Input Series sta2 Tanks in Series 3.0 Surface Area (km2) 17.9772
Simulation Period 11/01/00 thru 12/31/02 Mean Water Load  (cm/d) 3.8 Bypass Volume 0.0%
Output Period 11/01/00 thru 12/31/02 Max Water Load (cm/d) 37.4 Mean Depth (cm) 46
Startup Interval (days) 242 Iterations 1 Inflow Conc  (ppb) 70.5 Max Depth (cm) 117
Avg Interval (days) 30 Inflow P Load (mg/m2-yr) 1296 Freq Depth <  5 cm 0.0%
Parameter Set:   none Outflow FWM  Conc (ppb) 20.7 Load Reduction 74%
K  (m/yr) 29.25 Sm (mg/m2)  0 Outflow C with Bypass 20.7 Time Freq Conc > 10 ppb 100%
C1 (ppb) 22.0 Sp (mg/m2) 0 95th Percentile (ppb) 85.2 Vol Freq Conc > 10 ppb 100%
C0  (ppb) 2.0 Qout Intercept 1.0 Outflow Geo. Mean (ppb) 22.3 Storage Turnover (1/yr) 5.9
Zx  (cm) 60 Qout Exponent 4.0 Outflow GM,  Q>0 (ppb) 22.3 Mean Stored P (mg/m2) 712
Wtr Bal Error 0.0% Knet-Plug Flow (m/yr) 17.3 Storage Inc/Net Removal 35%
Mass B Error 0.4% Knet-NCSTR (m/yr) 20.6 Outfl. Seepage (cm/d/cm) 0.03
Calibration  Statistics for Period: 07/01/01 thru 12/31/02 Mean Mean
Count Observed Predicted Residual Resid% RSE% R2
Mean Depth (cm) 18 53.5 57.5 -4.0 -7% 36% 0%
Flow (cm/day) 18 5.90 4.52 1.39 31% 43% 85%
Flow-Wtd-Mean Conc (ppb) 18 17.2 20.9 -3.7 -18%
Geometric Mean Conc (ppb) 18 19.5 16.5 3.0 18% 30% 0%
Mean Conc (ppb) 18 18.9 18.7 0.1 1% 38% 0%
Outflow Load (mg/m2-d) 18 1.02 0.94 0.07 8% 31% 92%
Pred Q x Conc (mg/m2-d) 18 1.04 0.94 0.10 11% 46% 68%
 
 
Obs Load2 = Predicted Flow x Obs Conc
Green lines on x axis of concentration plots indicate model calibration period.
05/04/03