DMSTA Simulation Results Case: OEW_1_15_9397 Period: 07/01/88 to 12/31/97
Case: Orlando Easterly Wetlands, Cells 1-15 (excluding lake); calibrated to 1993-1997 (inflow P ~ 100-200 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) 3472 Iterations 1 Inflow Conc  (ppb) 283.1 Freq Depth <  5 cm 0.0%
Avg Interval (days) 30 Inflow P Load (mg/m2-yr) 1010 Load Reduction 86%
Parameter Set:   none Outflow FWM  Conc (ppb) 38.1 Time Freq Conc > 10 ppb 100%
K  (m/yr) 18.33 Sm (mg/m2)  0 Outflow C with Bypass 38.1 Vol Freq Conc > 10 ppb 100%
C1 (ppb) 22.0 Sp (mg/m2) 0 95th Percentile (ppb) 44.0 Storage Turnover (1/yr) 15.1
C0  (ppb) 4.0 Qout Intercept 0.0 Outflow Geo. Mean (ppb) 37.6 Mean Stored P (mg/m2) 6186
Zx  (cm) 60 Qout Exponent 0.0 Outflow GM,  Q>0 (ppb) 37.6 Storage Inc/Net Removal -36%
Wtr Bal Error 0.0% Knet-Plug Flow (m/yr) 12.0 Outfl. Seepage (cm/d/cm) 0
Mass B Error -0.4% Knet-NCSTR (m/yr) 14.3 Seepage Loss 0%
Calibration  Statistics for Period: 01/01/93 thru 12/31/97
Inflow P Conc (ppb)  = 164 Mean Mean
HLR (cm/d) = 1.7 Count Observed Predicted Residual Resid% RSE% R2
Mean Depth (cm) 61 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) 61 42.0 39.3 2.6 7%
Geometric Mean Conc (ppb) 61 37.9 39.3 -1.4 -4% 39% 1%
Mean Conc (ppb) 61 42.6 39.5 3.1 8% 43% 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) 61 0.72 0.67 0.04 7% 43% 1%
 
 
Obs Load2 = Predicted Flow x Obs Conc
Green lines on x axis of concentration plots indicate model calibration period.
10/29/03