DMSTA Simulation Results |
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Case: |
OKEE_9599 |
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Period: |
1/1/1992 |
to |
12/31/1999 |
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Case: |
calib to 1995-1999; observed
concs in pelagic zone; simulation affected by intial condition |
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Input Series |
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OKEECHOBEE |
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Tanks in Series |
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1.0 |
Surface Area (km2) |
1732.0000 |
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Simulation Period |
01/04/79 |
thru |
12/31/99 |
Mean Water
Load (cm/d) |
0.8 |
Mean Depth (cm) |
282 |
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Output Period |
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01/01/92 |
thru |
12/31/99 |
Max Water Load
(cm/d) |
2.0 |
Max Depth (cm) |
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363 |
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Calib Period |
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01/01/95 |
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12/31/99 |
Inflow Conc (ppb) |
157.5 |
Freq Depth
< 5 cm |
0.0% |
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Startup Interval (days) |
5841 |
Iterations |
-10 |
Inflow P Load
(mg/m2-yr) |
270 |
Load Reduction |
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43% |
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Avg Interval (days) |
90 |
Wtr Bal Error |
0.0% |
Outflow
FWM Conc (ppb) |
112.7 |
Conc Reduction |
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28% |
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Parameter Set: |
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none |
Mass B Error |
-0.2% |
Outflow C with Bypass |
112.7 |
Time Freq
Conc > 10 ppb |
46% |
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K (m/yr) |
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1.170 |
Kd (m/yr) |
0 |
95th Percentile
(ppb) |
121.0 |
K - SS, C*=4
ppb (m/yr) |
1.2 |
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C1
(ppb) |
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150.0 |
Weir Depth (cm) |
0 |
Outflow Geo.
Mean (ppb) |
112.5 |
Storage Turnover (1/yr) |
4.8 |
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C0 (ppb) |
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4.0 |
Cont Depth (cm) |
0 |
Outflow
GM, Q>0 (ppb) |
111.8 |
Mean Stored P (mg/m2) |
743 |
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C2 (ppb) |
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0 |
Qout Intercept |
0.0 |
Seepage Loss |
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0% |
Storage Inc/Net
Removal |
2% |
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Zx (cm) |
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40 |
Qout Exponent |
0.0 |
HRT (days) |
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734.7 |
Outfl. Seepage
(cm/d/cm) |
0 |
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Ki |
E/m2-d |
0 |
0 |
Model 2 |
Mean Biomass (g/m2) |
#N/A |
Biomass Turnover (1/yr) |
#N/A |
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Kb |
1/d |
0 |
0 |
" |
Gross PP
(g/m2-d) |
#N/A |
Total Resp (g/m2-d) |
#N/A |
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Kr |
1/d/g/m2 |
0 |
0 |
" |
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Ka |
1/d |
0 |
0 |
" |
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Kc |
ppb |
0 |
0 |
" |
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Ke |
1/d |
0 |
0 |
" |
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Ku |
mg/m2 |
0 |
0 |
" |
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Calibration Statistics for Period: |
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01/01/95 |
thru |
12/31/99 |
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Mean |
Mean |
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Inflow P Conc
(ppb) = |
163 |
Count |
Observed |
Predicted |
Residual |
Resid% |
RSE% |
R2 |
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Mean Depth (cm) |
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20 |
288.1 |
284.9 |
3.1 |
1% |
1% |
98% |
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Flow (cm/day) |
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20 |
0.42 |
0.42 |
0.00 |
-1% |
35% |
88% |
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Flow-Wtd-Mean
Conc (ppb) |
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20 |
118.1 |
111.4 |
6.7 |
6% |
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Geometric Mean Conc (ppb) |
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20 |
110.5 |
110.3 |
0.2 |
0% |
27% |
3% |
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Mean Conc (ppb) |
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20 |
114.3 |
110.4 |
3.8 |
3% |
24% |
2% |
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Outflow Load (mg/m2-d) |
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20 |
0.51 |
0.47 |
0.04 |
9% |
62% |
72% |
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Pred Q x Conc
(mg/m2-d) |
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20 |
0.49 |
0.47 |
0.03 |
6% |
36% |
88% |
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Conc Reduction (%) |
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20 |
28% |
32% |
-0.04 |
-4% |
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![](okee_9599_files/dmsta_9163_image001.gif) ![](okee_9599_files/dmsta_9163_image002.gif) ![](okee_9599_files/dmsta_9163_image003.gif) ![](okee_9599_files/dmsta_9163_image004.gif) ![](okee_9599_files/dmsta_9163_image005.gif)
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Obs Load2 = Predicted
Flow x Observed Conc |
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Green
lines on x axis of concentration plots indicate model calibration
period. Statistics at top of sheet are
for entire output period. |
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03/02/05 |
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