DMSTA Simulation Results Case: Okee_CL Period: 01/01/73 to 12/31/99
Case: Lake Okeechobee - annual chloride budgets
Input Series okee_cl Tanks in Series 1.0 Surface Area (km2) 1732.0000
Simulation Period 01/01/73 thru 12/31/99 Mean Water Load  (cm/d) 0.7 Bypass Volume 0.0%
Output Period 01/01/73 thru 12/31/99 Max Water Load (cm/d) 0.7 Mean Depth (cm) 267
Startup Interval (days) 90 Iterations 1 Inflow Conc  (ppb) 46.0 Max Depth (cm) 312
Avg Interval (days) 366 Inflow P Load (mg/m2-yr) 68 Freq Depth <  5 cm 0.0%
Parameter Set:   none Outflow FWM  Conc (ppb) 59.3 Load Reduction -8%
K  (m/yr) 0.00 Sm (mg/m2)  0 Outflow C with Bypass 59.3 Time Freq Conc > 10 ppb 53%
C1 (ppb) 22.0 Sp (mg/m2) 0 95th Percentile (ppb) 76.7 Vol Freq Conc > 10 ppb 100%
C0  (ppb) 4.0 Qout Intercept 0.0 Outflow Geo. Mean (ppb) 61.4 Storage Turnover (1/yr) 0.0
Zx  (cm) 0 Qout Exponent 0.0 Outflow GM,  Q>0 (ppb) 58.6 Mean Stored P (mg/m2) 600
Wtr Bal Error 0.0% Knet-Plug Flow (m/yr) -0.1 Storage Inc/Net Removal 0%
Mass B Error -0.4% Knet-NCSTR (m/yr) -0.1 Outfl. Seepage (cm/d/cm) 0
Calibration  Statistics for Period: 04/01/73 thru 12/31/99 Mean Mean
Count Observed Predicted Residual Resid% RSE% R2
Mean Depth (cm) 26 268.2 265.8 2.4 1% 1% 98%
Flow (cm/day) 26 0.26 0.34 -0.07 -22% 59% 10%
Flow-Wtd-Mean Conc (ppb) 26 77.6 60.1 17.5 29%
Geometric Mean Conc (ppb) 26 78.1 61.2 16.9 28% 26% 0%
Mean Conc (ppb) 26 79.3 62.6 16.8 27% 23% 0%
Outflow Load (mg/m2-d) 26 0.20 0.20 -0.01 -3% 50% 0%
Pred Q x Conc (mg/m2-d) 26 0.26 0.20 0.06 29% 27% 67%
 
 
Obs Load2 = Predicted Flow x Obs Conc
Green lines on x axis of concentration plots indicate model calibration period.
06/28/02