DMSTA Simulation Results Case: BoneyMarsh Period: 04/01/79 to 12/31/85
Case: Boney Marsh; emergent wetland treating diversions from kissimee river; depths driven by regulation schedule; 3-yr initialization; DMSTA prototype dataset for emergent vegetation
Input Series boney Tanks in Series 6.0 Surface Area (km2) 0.4859
Simulation Period 03/27/76 thru 12/31/85 Mean Water Load  (cm/d) 2.3 Mean Depth (cm) 46
Output Period 04/01/79 thru 12/31/85 Max Water Load (cm/d) 13.3 Max Depth (cm) 100
Startup Interval (days) 2106 Iterations 1 Inflow Conc  (ppb) 54.3 Freq Depth <  5 cm 0.0%
Avg Interval (days) 30 Inflow P Load (mg/m2-yr) 424 Load Reduction 67%
Parameter Set:   none Outflow FWM  Conc (ppb) 18.4 Time Freq Conc > 10 ppb 71%
K  (m/yr) 16.09 Sm (mg/m2)  0 Outflow C with Bypass 18.4 Vol Freq Conc > 10 ppb 100%
C1 (ppb) 22.0 Sp (mg/m2) 0 95th Percentile (ppb) 30.5 Storage Turnover (1/yr) 1.6
C0  (ppb) 4.0 Qout Intercept 0.0 Outflow Geo. Mean (ppb) 19.3 Mean Stored P (mg/m2) 855
Zx  (cm) 60 Qout Exponent 0.0 Outflow GM,  Q>0 (ppb) 18.1 Storage Inc/Net Removal 13%
Wtr Bal Error 0.0% Knet-Plug Flow (m/yr) 8.2 Outfl. Seepage (cm/d/cm) 0
Mass B Error 1.3% Knet-NCSTR (m/yr) 9.0 Seepage Loss 0%
Calibration  Statistics for Period: 01/01/82 thru 12/31/85
Inflow P Conc (ppb)  = 58 Mean Mean
HLR (cm/d) = 2.0 Count Observed Predicted Residual Resid% RSE% R2
Mean Depth (cm) 49 47.2 45.8 1.4 3% 5% 98%
Flow (cm/day) 49 2.06 1.95 0.11 5% 19% 68%
Flow-Wtd-Mean Conc (ppb) 49 19.6 19.1 0.6 3%
Geometric Mean Conc (ppb) 49 18.9 19.2 -0.3 -2% 44% 6%
Mean Conc (ppb) 49 21.2 20.3 0.9 4% 48% 11%
Outflow Load (mg/m2-d) 49 0.40 0.37 0.03 9% 54% 0%
Pred Q x Conc (mg/m2-d) 49 0.37 0.37 0.00 -1% 42% 12%
 
 
Obs Load2 = Predicted Flow x Obs Conc
Green lines on x axis of concentration plots indicate model calibration period.
10/29/03