Calibration Charts |
Case = IronBridge
, Cell
= Marsh |
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05/31/05 |
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Orlando Easterly Wetlands / Iron Bridge;
1989-1997 |
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Simulation
Period |
07/01/83 |
12/31/97 |
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multi-cell treatment wetlands; deep & shallow cells |
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Output Period: |
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07/01/88 |
12/31/97 |
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excluding terminal lake |
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Calibration
Period: |
07/01/88 |
12/31/97 |
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Predicted Values for
Calibration Period |
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Calibration Set: |
EMG_3 |
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Paired
Observed & Predicted Values |
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FW |
Not FW |
GM / |
Mean Depth |
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70 |
cm |
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K |
16.9 |
m/yr |
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Depth |
Flow |
Load |
FWM |
GM |
GM |
FWM |
Frequency Z < 10 cm |
0% |
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C0 |
3.0 |
ppb |
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cm |
cm/d |
mg/m2-d |
ppb |
ppb |
ppb |
- |
Mean Hyd Load |
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1.1 |
cm/d |
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C1 |
22 |
ppb |
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Count |
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116 |
116 |
116 |
115 |
115 |
115 |
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Mean P Load |
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1101 |
mg/m2-yr |
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C2 |
300 |
ppb |
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Observed |
70.2 |
1.0 |
0.60 |
60.1 |
55.4 |
50.6 |
0.92 |
Mean Flow/Width |
26 |
m2/day |
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Z1 |
40 |
cm |
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Predicted |
70.4 |
1.1 |
0.61 |
56.7 |
54.5 |
54.4 |
0.96 |
Hydraulic Resid Time |
66 |
days |
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Z2 |
100 |
cm |
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Mean Resid |
-0.2 |
-0.1 |
-0.02 |
3.5 |
0.9 |
-3.8 |
-0.04 |
Inflow Conc |
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283 |
ppb |
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Z3 |
400 |
cm |
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Bias % |
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0% |
-8% |
-2% |
6% |
2% |
-7% |
-4% |
FWM Outflow
Conc |
57 |
ppb |
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Avg Int |
30 |
days |
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Residual SE% |
0% |
29% |
29% |
49% |
24% |
24% |
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GeoMn Outflow Conc |
54 |
ppb |
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Area |
4.8182 |
km2 |
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green line on axis = calibration period |
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red symbols = observed |
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blue lines /symbols = predicted |
Resid =
observed - predicted, conc
log-transformed |
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