DMSTA Simulation Results |
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Case: |
Okee_CL |
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Period: |
01/01/73 |
to |
12/31/99 |
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Case: |
Lake Okeechobee - annual chloride
budgets |
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Input Series |
okee_cl |
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Tanks in Series |
1.0 |
Surface Area (km2) |
1732.0000 |
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Simulation Period |
01/01/73 |
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) |
0.7 |
Mean Depth (cm) |
267 |
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Startup Interval (days) |
90 |
Iterations |
1 |
Inflow Conc (ppb) |
46.0 |
Max Depth (cm) |
312 |
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Avg Interval (days) |
366 |
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Inflow P Load
(mg/m2-yr) |
68 |
Freq Depth
< 5 cm |
0.0% |
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Parameter Set: |
none |
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Outflow
FWM Conc (ppb) |
59.3 |
Load Reduction |
-8% |
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K (m/yr) |
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0.00 |
Sm (mg/m2) |
0 |
Outflow C with Bypass |
59.3 |
Time Freq
Conc > 10 ppb |
53% |
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C1 (ppb) |
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22.0 |
Sp (mg/m2) |
0 |
95th Percentile
(ppb) |
76.7 |
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) |
61.4 |
Storage Turnover (1/yr) |
0.0 |
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Zx (cm) |
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0 |
Qout Exponent |
0.0 |
Outflow
GM, Q>0 (ppb) |
58.6 |
Mean Stored P (mg/m2) |
600 |
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Wtr Bal Error |
0.0% |
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Knet-Plug Flow
(m/yr) |
-0.1 |
Storage Inc/Net
Removal |
0% |
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Mass B Error |
-0.4% |
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Knet-NCSTR (m/yr) |
-0.1 |
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: |
04/01/73 |
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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26 |
268.2 |
265.8 |
2.4 |
1% |
1% |
98% |
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Flow (cm/day) |
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26 |
0.26 |
0.34 |
-0.07 |
-22% |
59% |
10% |
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Flow-Wtd-Mean Conc (ppb) |
26 |
77.6 |
60.1 |
17.5 |
29% |
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Geometric Mean
Conc (ppb) |
26 |
78.1 |
61.2 |
16.9 |
28% |
26% |
0% |
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Mean Conc (ppb) |
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26 |
79.3 |
62.6 |
16.8 |
27% |
23% |
0% |
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Outflow Load
(mg/m2-d) |
26 |
0.20 |
0.20 |
-0.01 |
-3% |
50% |
0% |
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Pred Q x Conc (mg/m2-d) |
26 |
0.26 |
0.20 |
0.06 |
29% |
27% |
67% |
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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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