DMSTA Simulation Results Case: OEW_1_15_8991 Period: 07/01/88 to 12/31/97
Case: Orlando Easterly Wetlands, Cells 1-15 (excluding lake); calibrated to 1989-1991 (inflow P ~ 500 ppb)
Input Series oew_1_15 Tanks in Series 6.0 Surface Area (km2) 3.1800
Simulation Period 07/01/83 thru 12/31/97 Mean Water Load  (cm/d) 2.0 Mean Depth (cm) 76
Output Period 07/01/88 thru 12/31/97 Max Water Load (cm/d) 3.5 Max Depth (cm) 76
Startup Interval (days) 1827 Iterations 1 Inflow Conc  (ppb) 283.1 Freq Depth <  5 cm 0.0%
Avg Interval (days) 30 Inflow P Load (mg/m2-yr) 2763 Load Reduction 70%
Parameter Set:   none Outflow FWM  Conc (ppb) 83.4 Time Freq Conc > 10 ppb 100%
K  (m/yr) 10.66 Sm (mg/m2)  0 Outflow C with Bypass 83.4 Vol Freq Conc > 10 ppb 100%
C1 (ppb) 22.0 Sp (mg/m2) 0 95th Percentile (ppb) 98.0 Storage Turnover (1/yr) 10.9
C0  (ppb) 4.0 Qout Intercept 0.0 Outflow Geo. Mean (ppb) 80.4 Mean Stored P (mg/m2) 9407
Zx  (cm) 60 Qout Exponent 0.0 Outflow GM,  Q>0 (ppb) 80.4 Storage Inc/Net Removal -47%
Wtr Bal Error 0.0% Knet-Plug Flow (m/yr) 7.4 Outfl. Seepage (cm/d/cm) 0
Mass B Error -0.4% Knet-NCSTR (m/yr) 8.2 Seepage Loss 0%
Calibration  Statistics for Period: 07/01/88 thru 12/31/91
Inflow P Conc (ppb)  = 488 Mean Mean
HLR (cm/d) = 1.5 Count Observed Predicted Residual Resid% RSE% R2
Mean Depth (cm) 42 77.4 76.2 1.2 2% 2% 0%
Flow (cm/day) 0 #N/A #N/A #N/A #N/A #N/A #N/A
Flow-Wtd-Mean Conc (ppb) 42 71.8 64.8 7.0 11%
Geometric Mean Conc (ppb) 42 62.4 62.7 -0.3 0% 52% 0%
Mean Conc (ppb) 42 71.1 64.2 6.9 11% 57% 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) 42 1.09 0.98 0.11 11% 58% 0%
 
 
Obs Load2 = Predicted Flow x Obs Conc
Green lines on x axis of concentration plots indicate model calibration period.
10/29/03