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Case: |
PSTA_FSC4A |
Period: |
07/01/01 |
to |
12/23/02 |
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Case: |
PSTA Field Scale Cell 4 - Peat,
Calib Dec 2001 - |
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Input Series |
PSTA_FSC4 |
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Tanks in Series |
9.0 |
Surface Area (km2) |
0.0194 |
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Simulation Period |
04/01/01 |
thru |
12/23/02 |
Mean Water
Load (cm/d) |
9.1 |
Bypass Volume |
0.0% |
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Output Period |
07/01/01 |
thru |
12/23/02 |
Max Water Load
(cm/d) |
21.2 |
Mean Depth (cm) |
14 |
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Startup Interval (days) |
244 |
Iterations |
1 |
Inflow Conc (ppb) |
29.3 |
Max Depth (cm) |
35 |
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Avg Interval (days) |
7 |
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Inflow P Load
(mg/m2-yr) |
979 |
Freq Depth
< 5 cm |
39.6% |
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Parameter Set: |
none |
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Outflow
FWM Conc (ppb) |
22.1 |
Load Reduction |
90% |
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K (m/yr) |
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8.30 |
Sm (mg/m2) |
0 |
Outflow C with Bypass |
22.1 |
Time Freq
Conc > 10 ppb |
38% |
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C1 (ppb) |
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22.0 |
Sp (mg/m2) |
0 |
95th Percentile
(ppb) |
45.3 |
Vol Freq Conc
> 10 ppb |
100% |
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C0 (ppb) |
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4.0 |
Qout Intercept |
0.8 |
Outflow Geo.
Mean (ppb) |
15.3 |
Storage Turnover (1/yr) |
0.9 |
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Zx (cm) |
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0 |
Qout Exponent |
3.5 |
Outflow
GM, Q>0 (ppb) |
20.5 |
Mean Stored P (mg/m2) |
143 |
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Wtr Bal Error |
0.0% |
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Knet-Plug Flow
(m/yr) |
16.4 |
Storage Inc/Net
Removal |
82% |
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Mass B Error |
1.1% |
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Knet-NCSTR (m/yr) |
16.7 |
Outfl. Seepage
(cm/d/cm) |
0.22 |
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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: |
12/01/01 |
thru |
11/30/02 |
Mean |
Mean |
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Count |
Observed |
Predicted |
Residual |
Resid% |
RSE% |
R2 |
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Mean Depth (cm) |
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53 |
17.6 |
16.4 |
1.1 |
7% |
48% |
72% |
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Flow (cm/day) |
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53 |
2.00 |
1.59 |
0.41 |
26% |
97% |
53% |
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Flow-Wtd-Mean
Conc (ppb) |
28 |
23.8 |
20.6 |
3.2 |
16% |
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Geometric Mean Conc (ppb) |
28 |
24.1 |
22.2 |
1.9 |
8% |
39% |
0% |
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Mean Conc (ppb) |
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28 |
25.6 |
24.8 |
0.8 |
3% |
40% |
0% |
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Outflow Load (mg/m2-d) |
51 |
0.49 |
0.35 |
0.14 |
42% |
104% |
37% |
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Pred Q x Conc
(mg/m2-d) |
30 |
0.63 |
0.56 |
0.07 |
13% |
52% |
53% |
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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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03/25/03 |
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