DMSTA Simulation Results |
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Case: |
Okee |
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Period: |
01/01/73 |
to |
12/31/99 |
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Case: |
Lake Okeechobee - calibraton to
1973-1999 monthly water & phosphorus budgets; observed concentrations in
pelagic zone |
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Input Series |
okee_mo |
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Tanks in Series |
1.0 |
Surface Area (km2) |
1732.0000 |
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Simulation Period |
11/01/72 |
thru |
12/31/99 |
Mean Water
Load (cm/d) |
0.7 |
Bypass Volume |
0.0% |
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Output Period |
01/01/73 |
thru |
12/31/99 |
Max Water Load
(cm/d) |
2.6 |
Mean Depth (cm) |
265 |
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Startup Interval (days) |
3713 |
Iterations |
1 |
Inflow Conc (ppb) |
181.6 |
Max Depth (cm) |
363 |
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Avg Interval (days) |
90 |
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Inflow P Load
(mg/m2-yr) |
256 |
Freq Depth
< 5 cm |
0.0% |
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Parameter Set: |
none |
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Outflow
FWM Conc (ppb) |
91.4 |
Load Reduction |
58% |
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K (m/yr) |
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0.60 |
Sm (mg/m2) |
0 |
Outflow C with Bypass |
91.4 |
Time Freq
Conc > 10 ppb |
30% |
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C1 (ppb) |
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22.0 |
Sp (mg/m2) |
0 |
95th Percentile
(ppb) |
107.5 |
Vol Freq Conc
> 10 ppb |
100% |
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C0 (ppb) |
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4.0 |
Qout Intercept |
0.0 |
Outflow Geo.
Mean (ppb) |
87.1 |
Storage Turnover (1/yr) |
0.2 |
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Zx (cm) |
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60 |
Qout Exponent |
0.0 |
Outflow
GM, Q>0 (ppb) |
87.2 |
Mean Stored P (mg/m2) |
3939 |
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Wtr Bal Error |
0.0% |
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Knet-Plug Flow
(m/yr) |
1.2 |
Storage Inc/Net
Removal |
74% |
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Mass B Error |
-0.1% |
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Knet-NCSTR (m/yr) |
1.9 |
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: |
01/01/83 |
thru |
12/31/99 |
Mean |
Mean |
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Count |
Observed |
Predicted |
Residual |
Resid% |
RSE% |
R2 |
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Mean Depth (cm) |
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69 |
273.7 |
270.8 |
2.9 |
1% |
1% |
99% |
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Flow (cm/day) |
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69 |
0.29 |
0.36 |
-0.06 |
-18% |
63% |
70% |
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Flow-Wtd-Mean Conc (ppb) |
66 |
95.7 |
92.0 |
3.8 |
4% |
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Geometric Mean
Conc (ppb) |
66 |
93.0 |
94.0 |
-1.0 |
-1% |
26% |
4% |
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Mean Conc (ppb) |
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66 |
100.6 |
94.4 |
6.2 |
7% |
26% |
3% |
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Outflow Load
(mg/m2-d) |
69 |
0.33 |
0.34 |
-0.02 |
-5% |
70% |
73% |
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Pred Q x Conc (mg/m2-d) |
69 |
0.36 |
0.34 |
0.01 |
4% |
43% |
88% |
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Obs Load2 =
Predicted Flow x Obs Conc |
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Green lines on x
axis of concentration plots indicate model calibration period. |
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06/28/02 |
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